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Contract 45378 (2)
CITY SECRETARY D.O.E. FILE CONTRACTQR'S.BONDING CO, CONSTRUCTION'S COPY CLIENT DEPARTMENT CITY SECRETARY COMTRACT /7 Y. iPRO.IECT MANUAL FOR T�111C CONSTRUCTIION OF Dirks Road — Phase II Volume I of II CSJ: 0902-48-775 FEDERAL AID PROJECT NO. STY 2013 (841) City Project No. 00768 DOE NO. 6793, K-2218 Betsy Price Tom Higgins Mayor City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works Department September 2013 Prepared 13 KENNEDY CONSULTING 1871 Harroun Avenue, Suite 101 McKinney, TX 75069 Phone: (972) 542-1754 Fax: (972) 529-2294 �P��' OF TF�III i KURT W. AUNGST /P% 90848 il• l </CENSQ.• '• \;\ NAB PLEASE DO NOT DISASSEMBLE OFFICIAL RECORD CITY SECRETARY FT. WORTH, TA REC IVED FtB % 4 ZW4 ENGINEER SEAL The enclosed Texas Department of Transportation Specifications, Special Specifications, Special Provisions, General Notes and Specification Data in this document have been selected by me, or under my responsible supervision as being applicable to this project. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice. OP T ��'llti KURT W. AUNGST j �'.• 90848 ep CSJ: 0902-48-775 Project: STP 2013 (841) County: Tarrant °I Al /1 000000-I TABLE OF CONTENTS Page 1 of 3 1 SECTION 00 00 00 2 TABLE OF CONTENTS 3 4 Volume I of II 5 6 Division 00 - General Conditions 7 00 05 10 Mayor and Council Communication (M&C) 8 00 05 15 Addenda 9 00 11 13 Invitation to Bidders 10 00 21 13 Instructions to Bidders 11 00 35 13 Conflict of Interest Affidavit 12 00 41 00 Bid Form 13 00 42 43 Bid Proposal 14 00 43 13 Bid Bond 15 00 43 37 Vendor Compliance to State Law Non Resident Bidder 16 00 45 11 Bidders Prequalifications 17 00 45 26 Contractor Compliance with Workers' Compensation Law 18 00 45 39 Disadvantaged Business Enterprise Goal 19 00 52 43 Agreement 20 00 61 13 Performance Bond 21 00 61 14 Payment Bond 22 00 61 25 Certificate of Insurance 23 00 72 00 General Conditions 24 00 73 00 Supplementary Conditions 25 26 TxDOT Requirements 27 • Disadvantaged Business Enterprise (DBE) Requirements 28 • Child Support Statement 29 • Buy America Requirements 30 • Convict Produced Materials 31 • Guaranty and Warranty Clauses 32 • Disclosure of Lobbying Activities 33 • Non -Collusion Affidavit and Debarment Certification 34 • Certification of Interest In Other Bid Proposals For This Work 35 • Contractor's Assurance 36 • General Notes 37 • TxDOT Specifications List 38 • Special Provisions 39 • Special Specifications 40 • Federal Requirements for Federal -Aid Construction Contracts (PR-1273) 41 • "Standard Specifications for Construction and Maintenance of Highways, Streets, and 42 Bridges — Adopted by the Texas Department of Transportation June 1, 2004" — Included 43 by Reference 44 45 Volume II of II 46 47 Division 01 - General Requirements 48 01 11 00 Summary of Work CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 000000-3 TABLE OF CONTENTS 1 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 2 32 13 73 Concrete Paving Joint Sealants 3 32 14 16 Brick Unit Paving 4 32 16 13 Concrete Curb and Gutters and Valley Gutters 5 32 17 23 Pavement Markings 6 32 31 26 Wire Fences and Gates 7 32 32 13 Cast -in -Place Concrete Retaining Walls 8 32 91 19 Topsoil Placement and Finishing of Parkways 9 32 92 13 Hydro -Mulching, Seeding, and Sodding 10 11 Division 33 - Utilities 12 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 13 33 05 17 Concrete Collars 14 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 15 33 11 05 Bolts, Nuts, and Gaskets 16 33 11 10 Ductile Iron Pipe 17 33 11 11 Ductile Iron Fittings 18 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 19 33 12 20 Resilient Seated Gate Valve 20 33 12 25 Connection to Existing Water Mains 21 33 39 10 Cast -in -Place Concrete Manholes 22 33 39 20 Precast Concrete Manholes 23 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 24 33 46 00 Subdrainage 25 33 49 10 Cast -in -Place Manholes and Junction Boxes 26 33 49 20 Curb and Drop Inlets 27 33 49 40 Storm Drainage Headwalls and Wingwalls 28 29 Division 34 - Transportation 30 34 41 10 Traffic Signals 31 34 41 13 Removing Traffic Signals 32 34 41 20 Roadway Illumination Assemblies 33 34 41 30 Aluminum Signs 34 34 71 13 Traffic Control 35 36 Appendix 37 GC-4.01 Availability of Lands 38 GC-4.02 Subsurface and Physical Conditions 39 GC-6.06.D Disadvantaged Business Enterprise Compliance 40 GC-6.07 Wage Rates 41 Railroad Agreement 42 43 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Page 3 of 3 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 ivisi General Conditions 000510-1 MAYOR AND COUNCIL COMMUNICATION (M&C) Page 1 of 1 1 SECTION 00 05 10 2 MAYOR AND COUNCIL COMMUNICATION (M&C) 3 4 5 6 [Assembler•: For Contract Document execution, remove this page and replace with the approved 7 AMC for the award of the project. M&C insert shall be on blue paper.] 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION CITY OF FORT WORTI-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase 11 CSJ: 0902 48 775 City Project No. 00768 M&C Review Page 1 of 3 IT Official site of the City of Fort Worth, Texas FORT \ 'ORTI I COUNCIL ACTION: Approved on 2/18/2014 - Resolution No. 4304-02-2014 and Ordinance No. 21131-02-2014 DATE: CODE: SUBJECT: 2/18/2014 REFERENCE NO.: C TYPE: C-26676 NON - CONSENT LOG NAME: PUBLIC HEARING: 20ALTAMESA BOULEVARD PHASE II CONSTRUCTION NO Adopt a Resolution Authorizing the Construction Portion of a Local Project Advance Funding Agreement with the Texas Department of Transportation, Authorize the Execution of a Contract with Austin Bridge & Road, LP, in the Amount of $10,742,244.51 for the Construction of Altamesa Boulevard f/k/a Dirks Road, from Granbury Road to the Chisholm Trail Parkway and Provide for Project Costs and Contingencies for a Project Total in the Amount of $12,031,313.85 and Adopt Appropriation Ordinance (COUNCIL DISTRICT 6) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached resolution authorizing the construction portion of the previously approved Local Projects Advance Funding Agreement with the Texas Department of Transportation regarding the reconstruction of Altamesa Boulevard f/k/a Dirks Road, from Granbury Road to Chisholm Trail Parkway f/k/a SH 121 a/k/a future Southwest Parkway from two lanes to six lanes divided; 2. Authorize the transfer of $5,522,313.85 from the 2007 Critical Capital Projects Fund to the Grant Capital Projects Fund for use towards the City's required matching funds and project and contingencies; 3. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Grant Capital Projects Fund in the amount of $12,031,313.85; and 4. Authorize the execution of a contract with Austin Bridge & Road, LP, in the amount of $10,742,244.51 for the construction of Altamesa Boulevard f/k/a Dirks Road from Granbury Road to Chisholm Trail Parkway f/k/a SH 121 a/k/a future Southwest Parkway. DISCUSSION: This contract is for the construction of Altamesa Boulevard f/k/a Dirks Road, from a two-lane undivided asphalt facility to a six -lane divided principal arterial in accordance with the City's Master Thoroughfare Plan. The project includes a new railroad bridge structure, retaining wall, sidewalk, water main adjustments, traffic signal modifications and illumination. This project is included in the 2007 Critical Capital Program. On November 9, 2010, Mayor and Council Communication (M&C C-24579) City Council approved a Local Project Advance Funding Agreement (LPAFA) (City Secretary No. 43466) with the Texas Department of Transportation (TxDOT) for the design, design review and construction of Dirks Road, from SH 121 a/k/a future Southwest Parkway n/k/a Chisholm Trail Parkway, to Granbury Road. The LPAFA provides for an estimated construction cost of $8,136,250.00, based on an 80/20 split in which TxDOT's portion is 80 percent ($6,509,000.00) and the City's portion is 20 percent ($1,627,250.00) of the construction cost. Additionally, the City is responsible for covering costs in excess of the estimated construction cost of $8,136,250.00. Unit costs have risen since the construction cost estimate was developed for the LPAFA in 2010. Additionally, street lights and infrastructure upgrades (water and storm sewer) were added to the http://apps.cfwnet.org/council_packet/mc_review.asp?ID=1... 2/18/2014 M&C Review Page 2 of 3 2 & 3) GR74 472295 020302681000 GR74 541200 02032681000 project during design development to capitalize on construction efficiencies. Therefore, due to increased unit costs and the additional infrastructure upgrades; the City's portion of the construction cost increased by $2,605,944.51 from $1,627,250.00 to $4,233,244.51, based on the low bid provided by the Austin Bridge & Road LP. The City will also provide projects costs and contingencies in the amount of $1,289,069.34 for a total project cost of $12,031,313.85. Funding Sources Amount Local Project Advance Funding Agreement TXDOT $ 6,509,000.00 2007 Critical Capital Projects Fund $ 5,522,313.85 Total $ 12,031,313.85 Anticipated Expenditures Construction Contract $ 10,742,244.51 Project Costs $ 698,245.89 Contingencies $ 590,823.45 Total $ 1 2,031,313.85 At substantial completion of the project, transportation impact fees will be used to reimburse a portion of the City's actual costs for impact fee eligible items. Staff will seek Council approval of that reimbursement via a future Mayor and Council Communication. The project was advertised in the Fort Worth Star -Telegram on September 26, 2013 and October 3, 2013 and the following bids were opened on October 31, 2013. Bidders Bid Amount Austin Bridge & Road, LP $10,742,244.51 Texas Sterling Construction $11,129,101.42 McCarthy Building Companies, Inc. $12,517,458.22 Rebcon, Inc. $12,767,107.49 CD Builders, Inc. $12,851,539.32 Munilla Construction Management LLC (MCM) $12,990,401.40 Haydon Building Corp. $13,136,965.35 Sundt Construction, Inc. $14,722,195.69 M/WBE Office - Austin Bridge & Road, LP, is in compliance with the City's M/WBE Ordinance by committing to 25 percent DBE participation. The City's goal on this project is 25 percent. This project is located in COUNCIL DISTRICT 6, Mapsco 102C and 102D. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Grant Capital Projects Fund. TO Fund/Account/Centers GR74 451942 020302681000 $6,509,000.00 $5,522,313.85 $12,031,313.85 Submitted for City Manager's Office by: Originating Department Head: FROM Fund/Account/Centers GR74 541200 020302681830 C295 538070 203230076883 Fernando Costa (6122) Douglas W. Wiersig (7801) $10,742,244.51 $5,522,313.85 http://apps.cfwnet.org/council_packet/mc_review.asp?ID=1... 2/18/2014 M&C Review Page 3 of 3 Additional Information Contact: Dennis R. Ingram (2294) ATTACHMENTS 20ALTAMESA BOULEVARD PHASE II CONSTRUCITON GR74 A014.docx Dirks Rd Phase 2 Construction Contract Map.pdf DIRKS ROAD LPAFA CONSTRUCTION RESOLUTION.docx http://apps.cfwnet.org/council_packet/mc_review.asp?ID=1... 2/18/2014 000515-1 ADDENDA Page 1 of 20 1 SECTION 00 05 15 2 ADDENDA 3 4 DIRKS ROAD — PHASE II 5 (CHISHOLM TRAIL PARKWAY TO GRANBURY ROAD) 6 7 Addendum No. 1 8 Issue Date: October 25, 2013 9 Bid Receipt Date: October 31, 2013 10 11 This addendum forms a part of the Contract Documents referenced above and modifies the 12 Original Contract Documents and Plans. Acknowledge receipt of this Addendum in the space 13 provided below, in the Proposal, and acknowledge receipt on the outer envelope of your bid. 14 Failure to acknowledge receipt of this addendum could subject the bidder to be rejected as being 15 non -responsive. 16 17 Perspective Bidders are hereby notified of the following: 18 19 Summary of Contractor Questions 20 21 1. Question: Bid items for Port CTB specify designated source and stockpile. Does the 22 City have access to a Port CTB stock pile for use or is the Contractor to furnish and 23 supply? 24 25 Response: Refer to General Note Item 512 Portable Concrete Traffic Barrier. 26 TxDOT has made available a State stockpile at the interchange of IH 20 and US 287 27 in Tarrant County for use with this project. The contractor must contact the TxDOT 28 maintenance supervisor prior to any and all Stockpiling operations on TxDOT ROW. 29 30 2. Question: Can the entire Bid Package be submitted electronically via Buzzsaw? 31 Response: Refer to General Conditions Section 00 11 13 Invitation to Bidders § 32 Receipt of Bids. Sealed bids must be received by the City of Fort Worth Purchasing 33 Office. 34 35 3. Question: We are a TxDOT prequalified contractor, so therefore we will not have to 36 submit our prequalifications, correct? 37 38 Response: All Bidders and their subcontractors are required to be prequalified by 39 TxDOT for the work types requiring prequalification at least 10 days before the date 40 that bids are to be opened. 41 42 4. Question: Do the Conflict of Interest Statements need to be submitted to the City 43 Secretary before the bid day or with our bid? 44 45 Response: The Conflict of Interest Statements need to be submitted with your bid. 46 47 5. Question: General Conditions Section 00 11 13 Invitation to Bidders states that the 48 improvements to Dirks Road Ph II must be performed by a contractor who is pre- 49 qualified by TxDOT at least 10 days before the date that bids are to be opened. Also, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 000515-3 ADDENDA Page 3 of 20 1 13. Question: On Section 5 of the Bid Form 00 41 00. The Prequalification Statement 2 that is required has Section 00 45 12, the one provide has Section 00 45 11, not sure 3 if this is a big issue just want to make sure we have the correct one. Please clarify. 4 5 Response: Forms will be reviewed and added as necessary. 6 7 14. Question: On pg. 161/642 Final Proposal Volume I, Sheet E states "Subcontractors 8 must meet the insurance requirements either through their own coverage or through 9 the Contractor's coverage." The table on Sheet E requires $5M/$10M in 10 Contractor's pollution liability limits. That is going to be very difficult for 11 subcontractors to comply with. We suggest $2M/$2M for subcontractors who are 12 performing an environmental scope of work? 13 14 Response: Contractors must meet the insurance requirements stated in General Note 15 Item 7 Legal Relations and Responsibilities prior to performing any work on FWWR 16 Railroad property as per the Railroad Agreement. 17 18 15. Question: General Note Item 132 Embankment states "Do not provide Type B 19 Embankment material with a Plasticity Index (PI) higher than 35". Does this note 20 requirement include "On -Site" material incorporated into the embankment? 21 22 Response: Refer to TxDOT Standard Specification Item 132 Embankment. Any and 23 all embankment material placed by the Contractor must meet the requirements of 24 General Note Item 132 Embankment and TxDOT Standard Specification Item 132 25 Embankment. 26 27 16. Question: Does the Special Excavation Item 110-2003 include the excavation for the 28 RW Foundation Improvement embankment? 29 30 Response: Yes. 31 32 17. Question: In reviewing the takeoff for item 403-2001 Temporary Shoring, I noticed 33 the Estimate Quantity is 1,040 SF and the Summary of items on sheet 10 shows 4,176 34 SF. My takeoff reflected 4,233.50 SF. Is there a reason for the difference or is this 35 an error on the bid quantity? I found the 1,040 SF quantity in the Bridge Items for 36 Temporary Shoring. So, do these quantities need to be added together or is the 4,176 37 SF subsidiary to the traffic control item or other items? 38 39 Response: Refer to General Conditions Section 00 42 43 Proposal Form, Bidlist Item 40 No's. of the Project Manual. Bidlist Item No's. 16, 77, and 166. Additionally, refer 41 to plan sheets 10, 13, and 14B. All item 403-2001 TEMPORARY SPECIAL 42 SHORING quantities shown in the Quantity Summaries are paid for separately. 43 44 18. Question: There are 2 bid items 531-2036 with quantities of 2,137 SY and 273 SY 45 respectively. The first item with quantity of 2,137 SY is shown as item 531-2015 as 46 a 4" Cone Sidewalk in the summaries. Is the item with 2,137 SY supposed to be 531- 47 2015 or 531-2036? 48 49 Response: Bidlist Item No. 47 should be CONC SIDEWALKS (4"), Specification 50 Item No. 531-2015. The quantity shown is correct. Bidlist Item No's. 92 and 175 are CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 000515-5 ADDENDA Page 5 of 20 1 2 Response: Please see Response to Question 24. 3 4 27. Question: Exhibit A General Note 3.18 states that "flagging will be required for any 5 work within 25' horizontally of the track." Will an estimated number for days for 6 flagging be provided? 7 8 Response: The Contractor is responsible for estimating the number of days required 9 for flagging based on their own construction means and methods. 10 11 28. Question: General Note Item 7 Legal Relations and Responsibilities states insurance 12 is required for all railroad companies using the right of way. Is this correct or should 13 insurance only be provided for FWWR? 14 15 Response: Insurance coverage must only be provided for FWWR and CEN-TEX in 16 accordance with Railroad Agreement and bid document requirements. 17 18 29. Question: Plan sheet 94 calls out "Existing Culverts to Be Removed" and "Proposed 19 2-36" RCP Culverts" along the railroad. The existing and proposed culverts appear 20 to be in conflict. What was the Engineer's intended construction sequence to remove 21 the existing culverts, install the proposed culverts, and maintain temporary drainage? 22 23 Response: Refer to plan sheet 102 which shows proposed 2-36" RCP's skewed to the 24 FWWR track CL. The skew allows the new pipes to be Jack & Bored through he 25 roadbed while leaving the existing pipes in -place, which will allow for drainage 26 during construction. 27 28 30. Question: Will a TxDOT stockpile for the Portable CTB be made available to the 29 Contractor? 30 31 Response: Please see Response to Question 1. 32 33 31. Question: Are cross sections and earthwork files available to verify earthwork 34 quantities? 35 36 Response: Existing and proposed cross sections report files can be found on 37 Buzzsaw at the following link: 38 https://projectpoint.buzzsaw.com/fortworthgov/Infrastructure%20Projects/00768%20 39 -%20Ph%20II%20-%20Dirks%20Road%20- 40%20Bryant%20Irvin%20to%20Granbury/Bid%20Package/Dirks%20Cross%20Secti 41 on%20Reports.zip?public 42 43 32. Question: Does the 8x4 reinforced concrete box culvert have to meet AREMA 44 standards? 45 46 Response: No. Highway standards, as shown in the plans, are acceptable. 47 48 33. Question: How is the handrail on the bridge structure paid for? 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road— Phase II CSJ: 0902 48 775 City Project No. 00768 000515-7 ADDENDA Page 7 of 20 Response: Refer to General Conditions Section 00 72 00 General Conditions § 13.03 Tests and Inspections and General Requirements Section 01 45 23 Testing and Inspection Services. The Contractor is responsible for all Quality Control testing and inspections. The City or the City's representative will perform Quality Assurance testing and inspections. The City is responsible for all construction phase material testing and inspection. The City has an independent lab for all on -site material testing, and an inter -local -agreement with TxDOT for off -site fabrication testing (i.e., t-wall fabrication). City inspection staff will inspect major work elements and as pointed during the pre -bid Bowman Engineering will inspect railroad features. The Contractor is responsible for inspection, testing, and re -testing or approvals required for City's acceptance of materials or equipment submitted for approval prior to the contractors purchase for incorporation in the work. 42. Question: Is the existing track rail continuous or jointed? Response: The existing track is continuous welded rail (CWR). 43. Question: What existing railroad materials are to be returned to FWWR and what becomes property of the Contractor? Response: Refer to TxDOT Special Specification Item 2126 Ballasted Track Construction § 8. Salvaging. Unless noted otherwise, FWWR retains ownership of salvageable materials such as ties, rail, and related hardware. The Contractor must dispose of ballast unless the railroad requests this material. 44. Question: With the exception of the anti -graffiti coating, will there be any painting of the bridge and retaining walls required? Response: No painting is required. 45. Question: What is the protocol for DBE paper, should the City's or TxDOT's paperwork be used? Response: Refer to the Project Manual Appendix Section GC-6.06.D Disadvantaged Business Enterprise Compliance and the TxDOT Requirements Section Disadvantaged Business Enterprise Requirements for DBE submittal requirements. 46. Question: Project Manual Section 00 41 00 Bid Form § 4.1 Time of Completion and Section 00 52 43 Agreement § 3.2 Final Acceptance states "The work will be complete for Final Acceptance within 345 days after the date when the Contract Time Commences to run as provided in Paragraph 2.03 of the General Conditions." Are the days calendar days and do they include weekends? Response: Refer to General Note Item 8 Prosecution and Progress. The days provided in the Project Manual are Project Days and based on a 5 day workweek. 47. Question: Who is responsible for staking the project? CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase 11 CSJ: 0902 48 775 City Project No. 00768 000515-9 ADDENDA Page 9 of 20 1 57. Question: Can you provide an As -Built drawing for the existing RR overpass bridge 2 at Dirks Road? 3 4 Response: As -Built drawings for the existing railroad bridge can be found on 5 Buzzsaw at the following link: 6 https://projectpoint.buzzsaw.com/fortworthgov/Infrastructure%20Projects/00768%20 7 %20Ph%2011%20-%20Dirks%20Road%20- 8%20Bryant%201rvin%20to%20Granbuty/Bid%20Package/BNSF-FWWR%20As- 9 Builts.pdf?public 10 11 58. Question: Can you please clarify how the excavation for the concrete riprap and 12 trapezoidal channel located at the ends of the reinforced concrete box culvert are to 13 be paid? 14 15 Response: The quantity and payment is included in bid item 400-2002 STRUCT 16 EXCAV (BOX). 17 18 59. Question: Regarding the Concrete Paving Item 360-2009 - CONC PVMT (Jointed- 19 CPCD)(8"), is there a Ride Quality Spec above and beyond Type A Ride Spec of a 20 10' Straight Edge? 21 22 Response: No. Refer to TxDOT Standard Specification Item 585.3.B.1.b Ride 23 Quality for Pavement Surfaces. 24 25 60. Question: Regarding the Concrete Paving Item 360-2009 - CONC PVMT (Jointed- 26 CPCD)(8"), is a Slipform Paver required to be used or can it be placed by hand? 27 28 Response: Refer to TxDOT Standard Specification Item 360.3.A Concrete 29 Pavement. Pavement must be constructed by approved self-propelled paving 30 equipment except for small or irregular areas or when approved by the Field 31 Engineer. 32 33 61. Question: On Sheet 94 — Note 5 it states "Replace Existing Culverts under FWWR". 34 What are the size(s) and quantities? How is this to be done where the new twin 36" 35 RCP (item 462-2040/476-2024) goes? Is this removal of existing culverts subsidiary 36 to item 462-2040? 37 38 Response: Refer to Summary of Track Plan Items on plan sheet 14B and note on 39 Sheet 260 for quantities, and sizes of existing and proposed pipes. Additionally, refer 40 to plan sheet 102 which shows proposed 2-36" RCP's skewed to the FWWR track 41 CL. The skew allows the new pipes to be Jack & Bored through he roadbed while 42 leaving the existing pipes in -place, which will allow for drainage during construction. 43 44 62. Question: Item 464-2040 is for 187 if of 36" Class-V RCP. Item 476-2024 is for 187 45 if of Jack Bore or Tunnel Pipe 36" Class-V RCP. Is item 464-2040 only for the RCP 46 Pipe, and item 476-2024 is for everything to get the pipe under the FWWR? Is 47 casing required (in item 476-2024), and if so, what pipe size is required? 48 CITY OF FORT WORTS[ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 000515 -11 ADDENDA Page 11 of 20 1 69. Question: Is item 2120-2012 WATER LINE GROUTING for the annular space 2 between the water line and casing, or is it for filling the abandoned water lines with 3 CLSM? 4 5 Response: Item 2120-2012 WATER LINE GROUTING is for filling the abandoned 6 waterlines. 7 8 70. Question: On Sheet 98 (on profile between STA 0+00 and STA 1+25) there is a note 9 that says "Fill per City of Fort Worth Specification No. 114". What is the City of 10 Fort Worth Specification No. 114? 11 12 Response: The callout is incorrect and should read "Fill per City of Fort Worth 13 Specification No. 31 24 00 Embankments." 14 15 71. Question: In the Railroad Agreement, there is a clause that allows the Contractor 16 certain work `windows' for the entire project. These windows will only need to be 17 utilized when the Contractor cannot safely exit the 25' clearance zone when a train is 18 approaching/passing, correct? 19 20 Response: Refer to Railroad Agreement Section 7 Construction, Maintenance, and 21 Operation § (f)(ii) Temporary and Limited Intrusions Inside 25 Feet and Over Track. 22 Work windows are not required for brief intrusions of fifteen (15) minutes or less that 23 do not interfere with FWWR's operations. 24 25 72. Question: Does the RR have any objection to soil nails being used as an option for 26 the T-WALL shoring? 27 28 Response: Refer to plan sheet 195 Exhibit A General Shoring Requirements and 29 TxDOT Standard Specification Item 403 Temporary Special Shoring for temporary 30 special shoring design requirements. 31 32 73. Question: The plans provide details of earthwork payment limits for per TxDOT 33 MSE walls. I'm supposed to assume the earthwork for the T-WALL system will be 34 paid in the same manner, correct? 35 36 Response: Yes. Refer to plan sheet 162 Earthwork Measurement at Retaining Walls 37 RW (EM). 38 39 74. Question: Regarding Question 69, you referred me to (f)(ii) of Section 7 of the 40 Railroad Agreement which explains brief `intrusions' of 15 minutes will be allowed. 41 There's a problem with this specification. Nearly all of the temporary shoring is 42 located within 25' feet of the track. Per this note, we would only be able to work 15 43 minutes out of every hour while building our shoring. The same goes for excavation, 44 embankment, installing new track, and so forth while only getting 15 minutes on the 45 hour because one side is within 25' of the existing track and the other is not. Is this 46 correct? 47 48 Response: Contractor can work outside of the guaranteed work windows within 25' 49 of the existing track, given they are under flag protection and if their work activity 50 does not need to shut down or interfere with railroad operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 000515 -13 ADDENDA Page 13 of 20 1 00 35 13 of the Project Manual? The form does not appear to pertain to the 2 Contractor and should be completed by the City. 3 4 Response: The CIS form is used to disclosure any employment or other business 5 relationship with the bidder and certain executive level city officers (i.e., director, 6 superintendent, administrator, etc.) or a family member. The CIS Form must be filed 7 if the bidder has a relationship with the city officer that warrants a conflict disclosure 8 statement, per Texas Local government Code 176.003. Given a disclosure statement 9 is required and not currently on file with the City Secretary; the CIS form must be 10 signed, notarized, and provided with the bid documents for filing with the City 11 Secretary. The bidder must check the applicable box in Section 00 35 13, indicating 12 if the CIS Form is on file or is being provided to the City Secretary. If a disclosure 13 statement is not required or on file, per Texas Local government Code 176.003, the 14 bidder does not check either of the CIS Form boxes. 15 16 83. Question: The architectural finish called out for the T-Wall is "Stone Finish" 17 formliner, but there is no specification as to manufacturer or liner pattern number. 18 Would "Ontario Ashlar Stone" formliner be acceptable? 19 20 Response: Refer to plan sheet 157 Wall Finish Details, Form Liner Finish Notes, 21 Paragraph 5. The desired wall finish is acceptable so long as it meets the 22 requirements of the Wall Finish Details and it is approved by the Field Engineer. 23 24 84. Question: The project drawing appears to shows the top of the wall sloping to match 25 grade. This adds an immense cost to the precasting of the T-Wall units. Our designs 26 always address change of grade with steps by providing taller top units in 6" height 27 increments. Will stepping of the top of wall profile be allowed? 28 29 Response: Any stepping of the wall panels will not be paid for directly but will be 30 considered subsidiary to item 432-2025 Retaining Wall (Special). Refer to plan 31 sheets 146 and 148 Retaining Wall Typical Sections, Note 2, for additional 32 information. 33 34 85. Question: We have been advised that the Dirks Road plans indicate that coping is 35 required for the T-Wall. Typically in railroad projects, hand rail and fencing posts 36 are mounted on top or on the front or rear face of the units. Please confirm that 37 coping is required? 38 39 Response: Please see Response to Question 21. 40 41 86. Question: We have a Question on the specification of the C 1 W rail itself. Why is 42 such an elaborate and expensive railing system required? 43 44 Response: The C 1 W rail will be replaced with PRI rail. 45 46 87. Question: Is Limestone Ballast material allowed on this project? 47 48 Response: Specification states possible use of limestone ballast, but must meet 49 physical and chemical properties as noted. Refer to Special Specification 2126 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase I1 CSJ: 0902 48 775 City Project No. 00768 000515 -15 ADDENDA Page 15 of 20 1 Response: The new track is to be 136# CWR. Refer to Special Specification 2126 2 Ballasted Track Construction for additional information. 3 4 97. Question: If the material from the track shift is not suitable for reuse will the labor 5 and material costs be reimbursed to the contractor? 6 7 Response: No. All cost for the track shift should be included in the unit bid price for 8 item 2126-2004 BALLASTED TRACK CONST (TRACK SHIFT). Refer to Special 9 Specification 2126 Ballasted Track Construction for additional information. 10 11 98. Question: What is the size of rail on existing track? 12 13 Response: The existing rail is 115# CWR. 14 15 99. Question: Will the railroad be charging for use of their lines if we decide to ship 16 material to the site via rail? 17 18 Response: Please contact the FWWR directly for information regarding the use of 19 their lines. 20 21 100. Question: Will the "Vendor Compliance..." form be provided in the upcoming 22 addendum? 23 24 Response: Please see Response to Question 12. 25 26 101. Question: Please confirm that the MWBE forms not required at bid time? 27 28 Response: Forms are required at bid time. 29 30 102. Question: Is Prequalification Statement, Section 00 45 12 not required if the bidder 31 is prequalified with TxDOT? 32 33 Response: The referenced Prequalification Statement Section 00 45 12 is not 34 required for this project. 35 36 103. Question: Per Section 00 41 00, item 5.h., please confirm that no other documents 37 are listed in Section 12 of the Instructions to Bidders. 38 39 Response: No other documents are listed in Section 12 of the Instruction to Bidders. 40 41 104. Question: Are any of the forms listed in the "TXDOT Requirements" section 42 required to be submitted with the bid? Specifically the "State of Texas Child Support 43 Business Ownership Form", "Disclosure of Lobbying Activities", "Non -Collusion 44 Affidavit and Debarment Certification", and "Certification of Interest in Other Bid 45 Proposals for This Work" forms. 46 47 Response: Yes. Forms listed in the TxDOT Requirements section are to be 48 submitted with the bid. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 000515 -17 ADDENDA Page 17 of 20 • Page 3 of 6 i. Revised Bidlist Item No. ii. Revised Bidlist Item No. iii. Revised Bidlist Item No. iv. Revised Bidlist Item No. v. Revised Bidlist Item No. vi. Revised Bidlist Item No. • Page 4 of 6 i. No revisions. • Page 5 of 6 i. Revised Bidlist Item No. 149 (Quantity) ii. Revised Bidlist Item No. 150 (Quantity) iii. Revised Bidlist Item No. 151 (Quantity) iv. Replaced Bidlist Item No. 156 (Description, Specification, and Unit) • Page 6 of 6 i. Replaced Bidlist Item No. 169 (Description and Specification) ii. Revised Bidlist Item No. 176 (Quantity) 83 (Quantity) 84 (Quantity) 85 (Quantity) 88 (Quantity) 89 (Quantity) 94 (Quantity) 7. Add Section 00 43 37 Vendor Compliance to State Law Non Resident Bidder 8. Revised Section 00 52 43 Agreement • Replace Page 1 of 4 (revised §3.3) 9. Replace Section 00 61 13 Performance Bond 10. Revised Section 00 72 00 Standard General Conditions of the Construction Contract • Replace Page 16 of 63 (revised § 5.02.B) • Replace Page 33 of 63(revised § 6.20.D) • Replace Page 54 of 63 (revised § 14.02.D) 11. Revised Section 00 73 00 Supplementary Conditions to the General Conditions • Revised § SC-4.01 A.1 • Revised § SC-4.01 A.2. 12. Remove TxDOT Special Specification 000-2332 Schedule of Liquidated Damages 13. Add TxDOT Special Specification 009-004 Measurement and Payment 14. Remove TxDOT Special Specification 009-009 Measurement and Payment 15. Add TxDOT Special Specification 009-045 Measurement and Payment 16. Revised TxDOT Special Specification 2120 City of Fort Worth Water Utilities • Replace sheets 1 thru 3. i. Added Item 2120-2020 SALVAGE WATER VALVE ii. Added Item 2120-2021 8" PRESSURE PLUG Changes to the Design Plans CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase 1I CSJ: 0902 48 775 City Project No. 00768 000515 -19 ADDENDA Page 19 of 20 1 • Line `G-4' 2 i. Revised junction box RIM EL. 3 ii. Revised LF of pipe 4 5 10. Revised sheet 106 Storm Drain Line 'H' 6 • Revised Line `H-3' inlet station 7 8 11. Revised sheet 107 Storm Drain Line `H' Laterals 9 • Revised Line `H-3' inlet station 10 11 12. Revised sheet 139 Retaining Wall "A" and "B" General Notes 12 • Added Note 1 13 14 13. Revised sheet 140 Retaining Wall "A" and "B" General Notes 15 • Added General Notes 6 and 7. 16 17 14. Revised sheets 143 — 145 Retaining Wall "A" Layout 18 • Added Notes 1 and 2. 19 • Changed rail type 20 21 15. Revised sheet 146 Retaining Wall "A" Typical Sections 22 • Revised Notes 2 and 3. 23 • Added Note 4. 24 • Changed rail type 25 26 16. Revised sheets 147 — 148 Retaining Wall "B" Layout 27 • Added plan Notes 1 and 2. 28 • Changed rail type 29 • Revised typical section Notes 2 and 3 30 • Added typical section Note 4 31 32 17. Revised sheets 158 — 161 Combination Rail Type C I W 33 • Replaced C 1 W standard with PR1 34 • OMIT sheets 159 — 161 35 36 18. Revised sheet 167 Summary of Quantities 37 • Added Notes 1 — 4. 38 • Summary of Estimated Quantities 39 i. Revised quantity Item 442-2001 STR STL (ROLLED BEAM) 40 ii. Revised quantity Item 442-2047 STRUCTURAL STEEL 41 (MISCELLANEOUS BRIDGE) 42 iii. Revised quantity Item 4025-2001 DECK DRAIN (HALF ROUND)(8 43 IN) 44 19. Revised sheets 195 Exhibit "A" 45 • Revised General Shoring Requirements 46 47 20. Revised sheets 196 Exhibit "A" 48 • Revised § 1.01 49 • Revised § 1.02 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 00 05 15.20 ADDENDA Page 20 of 20 I • Revised § 3.05 2 • Revised § 3.07.A 3 4 21. Revised sheet 197 Exhibit "A" 5 : Revised §3.13 6 • Revised § 3.17.B 7 8 22, Revised sheet 257 Track Typical Sections 9 • Changed rail type 10 11 Please acknowledge receipt of this Addendum below and in Section 00 41 00 Bid Form § 7. Bid 12 Submittal. A signed copy of this Addendum should be included in the sealed bid envelope at the 13 time of bid submittal. Failure to acknowledge receipt of this Addendum could cause the subject 14 bidder to be considered "NONRESPONSIVE", resulting in disqualification. 15 16 RECEIPT ACKNOWLEDGED: 17 18 .�"� 19 By: /1 / �G�a---e izr 20 1 AUSTIN BRIDGE & ROAD, L.P. 22 Caunpany: By: 23 Dennis Ingram, P . 24 Project Manager 25 City of Fort Worth 26 27 Douglas W. Wiersig, P.F. DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPARTMENT END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No, 00768 i t i 00 05 15 - 1 ADDENDA Page 1 of 2 1 SECTION 00 05 15 2 ADDENDA 3 4 DIRKS ROAD — PHASE II 5 (CHISHOLM TRAIL PARKWAY TO GRANBURY ROAD) 6 7 Addendum No. 2 8 Issue Date: October 29, 2013 9 Bid Receipt Date: October 31, 2013 10 11 This addendum forms a part of the Contract Documents referenced above and modifies the 12 Original Contract Documents and Plans. Acknowledge receipt of this Addendum in the space 13 provided below, in the Proposal, and acknowledge receipt on the outer envelope of your bid. 14 Failure to acknowledge receipt of this addendum could subject the bidder to be rejected as being 15 non -responsive. 16 17 Perspective Bidders are hereby notified of the following: 18 19 Summary of Contractor Questions 20 21 22 101. Question: Please confirm that the MWBE forms not required at bid time? 23 24 Revised Response: Submittal of the forms is optional at time of bid. Bidder must 25 submit forms within 5-days after bid opening, per Article 11.1 of Section 00 21 13 26 Instruction to Bidders. 27 28 Changes to the Project Manual 29 30 1. Revised Section 00 05 15 Addenda 31 • Added Addendum 2 32 33 2. Revised Section 00 41 00 Bid Form 34 • Replace Page 2 of 3 35 i. Revised § 5.e 36 37 3. Replace TxDOT Special Provision 002-045 Instruction to Bidders 38 • Revised Category A.3.0. Equipment Schedule. 39 40 Clarifications to the Design Plans 41 42 1. Clarify sheet 13 Quantity Summaries 43 • Note 3 is incorrect as shown and should indicate the removal of two (2) 44 abutments, two (2) interior bents, and three (3) super structure spans per the as 45 built plan information provided on Buzzsaw for the existing structure. The plan 46 sheet notes will not be revised prior to bidding as the pay quantity for Item 496- 47 2010 is by the EA which includes the entire structure. 48 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 [k,ia; t5-2 A1)1)1;NT)A Page 2 of I ?. Clarify sheet 167 Su/ninny of Quantities 2 • Note 3 is incorrect as shown and should indieate the removal of two (2) 3 abutments, two (2) interior bents, and three (3) super structure spans per the as 4 built plan information provided on Buzzsaw for the existing structure. The plan 5 sheet notes will not be revised prior to bidding as the pay quantity for item 496- h 2010 is by the E.A which includes the entire structure. 7 8 9 Please acknowledge receipt of this Addendum below and in Section 00 4.1 00 Bid .Form § 7. Bid 10 Submittal. A signed copy of this Addendum should be included itt the sealed bid envelope at the 11 time of bid submittal. Failure to acknowledge receipt of this Addendum could cause the subject 12 bidder to be considered "NONRESPONSIVE", resulting in disqualification. 13 14 RECEIPT ACKNOWI.F [)GED: Douglas W. P.E. 15 DIRECTOR 16 � "TRANSPORTATION AND PUBLIC 17 By: WORRS DEPARTMENT 18 r� 19 20 Company:..._.. _ By: 21 22 23 24 25 AUSTIN BRIDGE & ROAD, LP. Dennis Ingram. P. P ofi:ti i Manager City of Fort Worth END OF SEC" l`l£)N (111. OF r(;RT WOR1'1! S f .VNDA tl) CONSTR.( k T TON SPECTPTt' ATTON DOCUM(:\IS R ist:ci July :, 2611 Dirk: Tt,,::d — t'h;ac 11 Csi; 0902 7: r pit)' Project No, Ui J 7115 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 RECEIPT OF BIDS 4 Sealed bids for the construction of Dirks Road — Phase H (Chisholm Trail Pkwy to Granbury 5 Rd), City Project No. 00768 will be received by the City of Fort Worth Purchasing Office: 6 7 City of Fort Worth 8 Purchasing Division 9 1000 Throckmorton Street 10 Fort Worth, Texas 76102 11 Until 1:30 P.M. CST, October 31, 2013, and bids will be opened publicly and read aloud at 12 2:00 PM CST in the Council Chambers. 13 14 GENERAL DESCRIPTION OF WORK 15 The major work will consist of the (approximate) following: 16 • 17,587 SY of Concrete Paving 17 • 123 LF of Railroad Bridge Structure 18 • 28,402 SF of Retaining Walls 19 • 4,140 LF of Ballasted Track 20 • 497 LF of Water Line Relocation 21 • 2,137 SY of 4" Concrete Sidewalk 22 • 288 SY of Concrete Sidewalk Wall 23 • 1,569 LF of Storm Sewer 24 • 2,330 LF of Box Culvert 25 • Signals 26 • Illumination 27 28 PREQUALIFICATION 29 The improvements included in this project must be performed by a contractor who is pre- 30 qualified by TxDOT at least 10 days before the date that bids are to be opened. The procedures 31 for qualification and pre -qualification are outlined in the Section 00 21 13 — INSTRUCTIONS 32 TO BIDDERS. 33 34 DOCUMENT EXAMINATION AND PROCUREMENTS 35 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 36 of Fort Worth's Purchasing Division website at http://www.fortworthgov.org/purchasing/ and 37 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 38 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 39 suppliers. 40 41 Copies of the Bidding and Contract Documents may be purchased from Kennedy Consulting, Ltd. 42 located at: 43 1871 Harroun Ave. 44 Suite 101 45 McKinney, TX 75069 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 00 21 13 - 1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 21 13 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 least 10 days before the date that bids are to be opened. 37 38 3.2. All contractors shall refer to TxDOT's Special Provision 002---017 for TxDOT 39 prequalification requirements. Contractors do not need to be prequalified by City. 40 41 3.2.1. Submission of and/or questions related to prequalification should be addressed to 42 the City contact as provided in Paragraph 6.1. 43 44 3.3. In addition to prequalification, additional requirements for qualification may be required 45 within various sections of the Contract Documents. 46 47 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 00 21 13 - 3 INSTRUCTIONS TO BIDDERS Page 3 of 9 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 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 6.3. Addenda or clarifications may be posted via Buzzsaw at 2 hops://projectpoint.buzzsaw.corn/client/fortworthgov/Infrastructur•e%20Pr•ojects/00768 3 %20-%20Ph%2011%20-%20Dirks%2ORoad%20- 4%20Bryant%201rvin%20to%20Granburv/Bid%20Package?public 5 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 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 01 25 00 of the General Requirements. 45 46 11. Subcontractors, Suppliers and Others 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 2 which shall be filled in on the Bid Form. 3 4 12.10. Postal and e-mail addresses and telephone number for communications regarding the 5 Bid shall be shown. 6 7 13. Submission of Bids 8 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 9 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 10 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 11 marked with the City Project Number, Project title, the name and address of Bidder, and 12 accompanied by the Bid security and other required documents. If the Bid is sent through the 13 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope 14 with the notation "BID ENCLOSED" on the face of it. 15 16 14. Modification and Withdrawal of Bids 17 18 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 19 withdrawn prior to the time set for bid opening. A request for withdrawal must be 20 made in writing by an appropriate document duly executed in the manner that a Bid 21 must be executed and delivered to the place where Bids are to be submitted at any 22 time prior to the opening of Bids. After all Bids not requested for withdrawal are 23 opened and publicly read aloud, the Bids for which a withdrawal request has been 24 properly filed may, at the option of the City, be returned unopened. 25 26 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 27 time set for the closing of Bid receipt. 28 29 15. Opening of Bids 30 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 31 abstract of the amounts of the base Bids and major alternates (if any) will be made available 32 to Bidders after the opening of Bids. 33 34 16. Bids to Remain Subject to Acceptance 35 All Bids will remain subject to acceptance for the time period specified for Notice of Award 36 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 37 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 38 39 17. Evaluation of Bids and Award of Contract 40 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 18. Signing of Agreement 2 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 3 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 4 Contractor shall sign and deliver the required number of counterparts of the Agreement to 5 City with the required Bonds, Certificates of Insurance, and all other required documentation. 6 City shall thereafter deliver one fully signed counterpart to Contractor. 7 8 9 10 END OF SECTION CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 1 2 003513-1 CONFLICT OF INTEREST AFFIDAVIT Page 1 of 4 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT 3 4 Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth 5 (also referred to as "City") procurement are required to complete Conflict of Interest 6 Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure 7 Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the 8 Bidder has on file with the City Secretary the required documentation and is eligible to bid on 9 City Work. The referenced forms may be downloaded from the website links provided below. 10 11 http://www.ethics.state.tx.us/forms/CIQ.pdf 12 13 http://www.ethics.state.tx.us/forms/CIS.pdf 14 15 n CIQ Form is on file with City Secretary 16 17 CIQ Form is being provided to the City Secretary 18 19 n CIS Form is on File with City Secretary 20 21 n CIS Form is being provided to the City Secretary 22 23 24 25 BIDDER: Michael. Landen Director of Estimating 26 Austin Bridge & Road, Inc. 27 Austin Bridge & Road, LP By: General Partner 28 Company6330 Commerce Drive, Suite 10 (Please Print) 29 Irving, Texas 75063 30 Signature: 31 Address 32 33 Title: 34 City/State/Zip (Please Print) 35 36 37 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 27, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 0035 13 - 2 CONFLICT OF INTEREST AFFIDAVIT Page 2 of 4 CONFLICT OF INTEREST QUESTIONNAIRE FORMI MCI For vendor or other person doing business with local governmental entity Tihls questionnaire reflects changes made to the law by H_B. 1491. 8DIh Leg., Regular seselon. This questionnaire is being filed in aocordance with Chapter 17G, Local Government Cade by a person who has a business relationship as deemed by Section 175.001(1-a) with a local governmental entity and the person meets requirements under Section 176.O00(a). By law this questionnaire must bellied with the records administrator of the local governmental entity not later than the 7th business day after the date die person becomes aware of facts that require dhe statement to be fil ed. See Section 175,005, Local Government Code. A person commits an offense if the person knowingly violates Section 176.005, Local Govemmen't Code. An offense under this section is a Class C misdemeanor. OFFICE USE ONLY psi. ;.,toned J Name of person who has 8 business relationship with local governmental entity. AUSTIN BRIDGE & ROAD, L.P. J Check this box if you are filing an update to a previously filed questionnaire. (The law requ`res that you file an updated completed questionnaire with the appropriate fil'ng authority not later than the 7th busnz-ss day after the date the org`na-iy filed questionnaire becomes incomplete or inaccurate.) 3 Name of local government officer with whom filer has- employment or business relationship. rt../ e:- -i r_ with whom the filer has an, Code. Attach addifona7 income. other than investment inconme, from or at the not received front the local respect to which the local in this section. Narne of Officer This secton (itern 3 including subparts A, 8, C & D) must be completed far each officer employment or otherbusiness relatonship as defined by Section 176.O51(1-a). Local Government pages to This Form CIO as necessary. A. Is the: local government officer named in this section rece,ving or likely to recn:ve taxable income, from the filer of the questionnaire? Yes No 8. Is the filer of the questionnaire receiving or likely to receive taxable income, other than investment drection cf the tooat goverment officer named in ttrls section MD the taxable income is governmental entity? Yes. NO C. Is the filer of th s questionnare employed by a corporation or other business entity with govemrent officer serves as an officer or director, or holds an ownership of 10 percent or mare? Yes No D. Describe each employment or business relationship with the local government officer named / `' r I `' `' f _' i' 6 k.e-fit,..—W oc' %AIJS1'IN BRIDGE & ROAD, L,P. i'' Signature at person Doing bl:siness with the ga.srnnvr.".aI entity Hate Michael 1 andin Director of Estimating Austin Bridge & Road, Inc. General Partner CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 27, 2012 pteo Q6!29. Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 00 41 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Dirks Road - Phase II Chisholm Trail Pkwy to Granbury Rd City Project No.: 00768 Units/Sections: UNIT I: PAVING AND DRAINAGE IMPROVEMENTS UNIT II: WATER IMPROVEMENTS UNIT III: STRUCTURE IMPROVEMENTS UNIT IV: TRAFFIC IMPROVEMENTS UNIT V: ENVIRONMENTAL UNIT VI: RAILROAD IMPROVEMENTS 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Dirks Road Phase II - Bid Proposal Workbook.xls Email: Phone: 7. Bid Submittal This Bid is submitted on ( L 42 Respectfully submitted, By: • Title: Company: Address: (Signature) Michael. Landen Director of Bakaifd ) Austin Bridge & Road, 15!a• General Partner Austin Rridg-. & Road, LP 6330 Commerce Drive, Suite 150 Irving, Texas 75063 State of Incorporation: Y✓1 — .1 J i) c (2 ``f) 5 (7(, - -7'3c END OF SECTION 00 41 00 BID FORM Page 3 of 3 by the entity named below. Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: ;zrt-- Addendum No. 2: .'N'C— Addendum No. 3: Addendum No. 4: Corporate Seal: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Dirks Road Phase II - Bid Proposal Workbook.xls SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Dirks Rd Bidders App BID PROPOSAL Page 1 of 6 Bidder's Application Project Item Information Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Bidder's Proposal Unit Price Bid Value 1 PREPARING ROW 100.2002 STA 17.66 $ 22,595.00 $ 399,027.70 2 REMOVING STAB BASE & ASPH PAV (8"-10") 105.2015 SY 6,916 $ 10.00 $ 69,160.00 3 REMOVING STAB BASE AND ASPH PAV (0-4") 105.2021 SY 221 $ 12.00 $ 2,652.00 4 EXCAVATION (ROADWAY) 110.2001 CY 27,366 $ 1.00 $ 27,366.00 5 EMBANKMENT (FINAL)(DENS CONT)(TY B) 132.2004 CY 2,385 $ 10.00 $ 23,850.00 6 COMPOST MANUF TOPSOIL (BOS OR PB) (4") 161.2014 SY 8,658 $ 2.40 $ 20,779.20 7 LIME (HYDRATED LIME (SLURRY)) 260.2002 TON 434 $ 135.00 $ 58,590.00 8 LIME TRT (EXST MATL)(8") 260.2027 SY 19,303 $ 5.00 $ 96,515.00 9 PRIME COAT (EC-30) 310.2026 GAL 3,861 • 6.00 $ 23,166.00 10 CONC PVMT (JOINTED-CPCD)(8") 360.2009 SY 17,543 $ 40.00 $ 701,720.00 11 CONC PVMT (JOINTED-CPCD)(8")(CL HES) 360.2043 SY 44 $ 65.00 $ 2,860.00 12 STRUCT EXCAV (BOX) 400 .2002 CY 15,750 '• 3.00 $ 47,250.00 13 STRUCT EXCAV (PIPE) 400.2003 CY 1,540 '• 11 $ 4,620.00 14 CUT &RESTORING PAV 400.2006 SY 138 • 1 $ 13,524.00 15 TRENCH EXCAVATION PROTECTION 402.2001 LF 3,522 $ 1.00 $ 3,522.00 16 TEMPORARY SPL SHORING 403.2001 SF 4,176 $ 24.71 $ 103,188.96 17 RIPRAP (CONC)(6 IN) 432.2035 CY 330 ' 300.00 $ 99,000.00 18 RIPRAP (CONC)(CL B)(5 IN) 432.2050 CY 5 $ 360.00 $ 1,800.00 19 RAIL (TY PRI) 450.2025 LF 47 _ 100.00 $ 4,700.00 20 CONC BOX CULV (8 FT X 4 FT) 462.2019 LF 2,140 1 $ 567,100.00 21 RC PIPE (CL III)(21 IN) 464.2004 LF 37 '• 37.00 $ 1,369.00 22 RC PIPE (CL III)(24 IN) 464.2005 LF 1,425 ' 55.00 $ 78,375.00 23 RC PIPE (CL III)(30 IN) 464.2007 LF 63 $ 125.00 $ 7,875.00 24 INLET (COMPL)(TY AAD) 465.2010 EA 1 ' 7,500.00 $ 7,500.00 25 INLET (COMPL)(TY AD) 465.2011 EA 1 $ 4,900.00 $ 4,900.00 26 INLET (COMPL)(CURB)(TY 1)(15' X 3') 465.2035 EA 7 $ 6,200.00 $ 43,400.00 27 INLET (COMPL)(CURB)(TY 1)(20' X 3') 465.2038 EA 2 $ 7,500.00 $ 15,000.00 28 MANH (COMPL)(TY 1) 465.2092 EA 3 _ 3,600.00 $ 10,800.00 29 MANHOLE (COMPL)(TY II) 465.2307 EA 2 _• 5,700.00 $ 11,400.00 30 HEADWALL (SPECIAL) 466.2203 EA 2 $ 18,000.00 $ 36,000.00 31 MOBILIZATION 500.2001 LS 1 $ 1,070,000.00 32 BARRICADES, SIGNS AND TRAFFIC HANDLING 502.2001 MO 17 $ 3,500.00 $ 59,500.00 33 CONSTRUCTION PERIMETER FENCE 506.2030 LF 1,204 $ 3.00 $ 3,612.00 34 CONSTRUCTING DETOURS 508.2002 SY 2,312 $ 120.00 $ 277,440.00 35 PORT CTB (DES SOURCE)(LOW PROF)(TY 1) 512.2017 LF 3,270 $ 15.00 $ 49,050.00 36 PORT CTB (DES SOURCE)(LOW PROF)(TY 2) 512.2018 LF 120 $ 15.00 $ 1,800.00 37 PORT CTB (MOVE)(LOW PROF)(TY 1) 512.2026 LF 660 $ 5.00 $ 3,300.00 38 PORT CTB (MOVE)(LOW PROF)(TY 2) 512.2027 LF 100 $ 5.00$ 500.00 39 PORT CTB (STKPL)(LOW PROF)(TY 1) 512.2035 LF 3,270 $ 7.00 $ 22,890.00 40 PORT CTB (STKPL)(LOW PROF)(TY 2) 512.2036 LF 120 $ 7.00 $ 840.00 41 LANDSCAPE PAVERS 528.2004 SY 596 $ 56.00 $ 33,376.00 42 CONC CURB (TYPE II-B) 529.2047 LF 3,515 $ 1.89 $ 6,643.35 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Dirks Road - Bid Proposal.xls SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Dirks Rd Bidders App BID PROPOSAL Page 2 of 6 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 43 CONC CURB (TYPE R-C) 529.2048 LF 3,192 $ 2.18 $ 6,958.56 44 DRIVEWAYS (CONC) 530.2010 SY 832 $ 45.00 $ 37,440.00 45 CURB RAMPS (TY 1) 531.2005 EA 2 $ 750.00 $ 1,500.00 46 CURB RAMPS (TY 7) 531.2010 EA 8 $ 750.00 $ 6,000.00 47 CONC SIDEWALKS (4") 531.2015 SY 2,137 $ 44.00 $ 94,028.00 48 DOWNSTREAM ANCHOR TERMINAL(DAT)SECTION 540.2044 EA 2 $ 820.00 $ 1,640.00 49 GUARDRAIL END TREATMENT (INSTALL) 544.2001 EA 2 $ 1,900.00 $ 3,800.00 50 WIRE FENCE (TY A) 552.2001 LF 1,204 $ 2.30 $ 2,769.20 51 WK ZN PAV MRK REMOV (W) 4" (DOT) 662.2065 LF 228 $ 0.50 $ 114.00 52 WK ZN PAV MRK REMOV (W) 4" (SLD) 662.2067 LF 7,712 $ 0.50 $ 3,856.00 53 WK ZN PAV MRK REMOV (W) 24" (SLD) 662.2079 LF 52 $ 3.00 $ 156.00 54 WK ZN PAV MRK REMOV (W) (ARROW) 662.2084 EA 2 $ 30.00 $ 60.00 55 WK ZN PAV MRK REMOV (Y) 4" (SLD) 662.2099 LF 8,071 $ 0.50 $ 4,035.50 56 ELIM EXT PAV MRK & MRKS (4") 677.2001 LF 6,210 $ 0.50 $ 3,105.00 57 D-GR HMA(SQ) TY-B PG64-22 3267.2011 TON 4,124 $ 65.00 $ 268,060.00 58 PORTABLE CHANGEABLE MESSAGE SIGN 6834.2001 DAY 14 $ 85.00 $ 1,190.00 oaaway an llramage i orai a 4,4)V,0 /.S. 59 36" CASING BY OPEN CUT 2120.2001 LF 10 $ 290.00 $ 2,900.00 60 36" CASING BY OTHER THAN OPEN CUT 2120.2002 LF 135 $ 540.00 $ 72,900.00 61 24" DIP WATER (RESTRAINED JOINTS) 2120.2003 LF 370 $ 170.00 $ 62,900.00 62 24" GATE VALVE W/ VAULT 2120.2004 EA 1 $ 40,000.00 $ 40,000.00 63 10" GATE VALVE 2120.2005 EA 1 $ 1,700.00 $ 1,700.00 64 6" BLOW OFF VALVE 2120.2006 EA 1 $ 3,900.00 $ 3,900.00 65 EXPLORATORY EXCAV OF EXIST UTILITIES 2120.2007 EA 1 $ 1,000.00 $ 1,000.00 66 TRENCH SAFETY 2120.2008 LF 327 $ 1.00 $ 327.00 67 DUCTILE IRON WATER FITTINGS W/RESTRAINT 2120.2010 TON 8 $ 4,250.00 $ 34,000.00 68 CONCRETE PAVEMENT REPAIR, RESIDENTIAL 2120.2011 SY 50 $ 90.00 $ 4,500.00 69 WATER LINE GROUTING 2120.2012 CY 38 $ 250.00 $ 9,500.00 70 24" WATER ABANDONMENT PLUG 2120.2013 EA 2 $ 950.00 $ 1,900.00 71 CONNECTION TO EXISTING 10" WATER MAIN 2120.2014 EA 1 $ 1,200.00 $ 1,200.00 72 CONNECTION TO EXISTING 24" WATER MAIN 2120.2015 EA 2 $ 3,200.00 $ 6,400.00 73 18" CASING BY OTHER THAN OPEN CUT 2120.2016 LF 35 $ 350.00 $ 12,250.00 74 10" WATER PIPE (RESTRAINED JOINTS) 2120.2017 LF 127 $ 88.00 $ 11,176.00 75 10" WATER ABANDONMENT PLUG 2120.2018 EA 1 $ 850.00 $ 850.00 76 FIRE HYDRANT STEM EXTENSION 2120.2019 EA 1 $ 750.00 $ 750.00 76A SALVAGE WATER VALVE 2120.2020 EA 2 $ 500.00 $ 1,000.00 76B 8" PRESSURE PLUG 2120.2021 EA 2 $ 1,500.00 $ 3,000.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 ater Tota Dirks Road - Bid Proposal.xls SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Dirks Rd Bidders App BID PROPOSAL Page 3 of6 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Unit III - Structure Improvements 77 TEMPORARY SPL SHORING 403.2001 SF 1,040 $ 81.00 $ 84,240.00 78 DRILL SHAFT (30 IN) 416.2003 LF 2,064 $ 110.00 $ 227,040.00 79 DRILL SHAFT (36 IN) 416.2004 LF 66 $ 150.00 $ 9,900.00 80 DRILL SHAFT (48 IN) 416.2006 LF 51 $ 220.00 $ 11,220.00 81 DRILL SHAFT (60 IN) 416.2008 LF 900 $ 310.00 $ 279,000.00 82 CL C CONC (CAP) 420.2019 CY 141.5 $ 600.00 $ 84,900.00 83 CL F CONC (COLUMN) 420.2023 CY 11.6 $ 1,200.00 $ 13,920.00 84 CL F CONC (BENT) 420.2027 CY 12.3 $ 1,400.00 $ 17,220.00 85 CL F CONC (ABUT) 420.2087 CY 152.8 $ 800.00 $ 122,240.00 86 RETAINING WALL (DRILL SHAFT)(FACIA) 423.2011 SF 4,279 $ 68.00 $ 290,972.00 87 RIPRAP (CONC)(FLUME) 432.2048 CY 87 $ 340.00 $ 29,580.00 88 STR STL (ROLLED BEAM) 442.2001 LB 231,210 $ 1.55 $ 358,375.50 89 STRUCTURAL STEEL(MISCELLANEOUS BRIDGE) 442.2047 LB 79,160 $ 1.70 $ 134,572.00 90 WATRPF (TY RR-1) 458.2008 SY 289 $ 110.00 $ 31,790.00 91 REMOV STR (BRIDGE 100-499 FT LENGTH) 496.2010 EA 1 $ 29,000.00 $ 29,000.00 92 CONC SIDEWALKS (8")(SPL RETAINING WALL) 531.2036 SY 273 $ 168.00 $ 45,864.00 93 ANTI -GRAFFITI COATING (PERMANENT) 740.2005 SF 3,565 $ 0.60 $ 2,139.00 94 DECK DRAIN (HALF ROUND)(8 IN) 4025.2001 LF 256 $ 60.00 $ 15,360.00 Structure Total 1 $ 1,787,332.50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Dirks Road - Bid Proposal.als SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Dirks Rd Bidders App BID PROPOSAL Page 4 of 6 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Unit IV - Traffic Improvements 95 DRILL SHAFT (RDWY ILL POLE) (30 IN) 416.2029 LF 72 $ 155.00 $ 11,160.00 96 DRILL SHAFT (TRF SIG POLE) (36 IN) 416.2032 LF 13 $ 195.00 $ 2,535.00 97 DRILL SHAFT (TRF SIG POLE) (48 IN) 416.2034 LF 22 $ 285.00 $ 6,270.00 98 INS RD IL AM (TY SA) 30T-4-4 (.25 KW)S 610.2018 EA 9 $ 2,970.00 $ 26,730.00 99 CONDT (PVC) (SCHD 40) (2") 618.2018 LF 3,223 $ 3.65 $ 11,763.95 100 CONDT (PVC) (SCHD 40) (3") (BORE) 618.2023 LF 258 $ 19.10 $ 4,927.80 101 CONDT (PVC) (SCHD 80) (2") 618.2034 LF 244 $ 8.40 $ 2,049.60 102 CONDT (RM) (2") 618.2052 LF 52 $ 12.80 $ 665.60 103 ELEC CONDR (NO. 8) BARE 620.2011 LF 2,402 $ 0.70 $ 1,681.40 104 ELEC CONDR (NO. 8) INSULATED 620.2012 LF 538 $ 1.10 $ 591.80 105 ELEC CONDR (NO.10) BARE 620.2013 LF 1,789 $ 0.58 $ 1,037.62 106 ELEC CONDR (NO.10) INSULATED 620.2014 LF 3,578 $ 0.65 $ 2,325.70 107 GROUND BOX TY A (122311) W/APRON 624.2008 EA 4 $ 465.00 $ 1,860.00 108 GROUND BOX TY E (122317) W/APRON 624.2016 EA 3 $ 505.00 $ 1,515.00 109 ELC SRV TY A 240/480 060 (NS)SS(T)TP(0) 628.2020 EA 1 $ 3,750.00 $ 3,750.00 110 IN SM RD SN SUP&AM TY10BWG(1)SA(T) 644.2004 EA 2 $ 370.00 $ 740.00 111 RELOCATE SM RD SN SUP & AM TY l OBWG 644.2056 EA 4 $ 330.00 $ 1,320.00 112 REMOVE SM RD SN SUP & AM 644.2060 EA 15 $ 86.00 $ 1,290.00 113 REFL PAV MRK TY I (W) 12"(SLD)(100MIL) 666.2042 LF 635 $ 3.00 $ 1,905.00 114 REFL PAV MRK TY I (W) 18"(SLD)(100MIL) 666.2045 LF 97 $ 4.00 $ 388.00 115 REFL PAV MRK TY I (W) (ARROW) (100MIL) 666.2054 EA 6 $ 95.00 $ 570.00 116 REFL PAV MRK TY I (W) (WORD) (100MIL) 666.2096 EA 4 $ 125.00 $ 500.00 117 PAVEMENT SEALER 12" 6662193 LF 635 $ 1.00 $ 635.00 118 PAVEMENT SEALER 18" 666.2194 LF 97 $ 1.50 $ 145.50 119 PAVEMENT SEALER (ARROW) 666.2219 EA 6 $ 20.00 $ 120.00 120 PAVEMENT SEALER (WORD) 666.2220 EA 4 $ 30.00 $ 120.00 121 REFL PAV MRKR TY I-C 672.2012 EA 236 $ 3.00 $ 708.00 122 REFL PAV MRKR TY II-C-R 672.2017 EA 102 $ 3.00 $ 306.00 123 TRAFFIC BUTTON TY W 672.2024 EA 1,349 $ 3.25 $ 4,384.25 124 PAV SURF PREP FOR MRK (12") 678.2004 LF 635 $ 0.30 $ 190.50 125 PAV SURF PREP FOR MRK (18") 678.2005 LF 97 $ 0.50 $ 48.50 126 PAV SURF PREP FOR MRK (ARROW) 678.2007 EA 6 $ 10.00 $ 60.00 127 PAV SURF PREP FOR MRK (WORD) 678.2018 EA 4 $ 20.00 $ 80.00 128 INSTALL HWY TRF SIG (ISOLATED) 680.2002 EA 1 $ 2,500.00 $ 2,500.00 129 TEMP TRAF SIGNALS 681.2001 EA 1 $ 17,300.00 $ 17,300.00 130 BACK PLATE (12 IN) (3 SEC) 682.2001 EA 4 $ 59.00 $ 236.00 131 BACK PLATE (12 IN) (5 SEC) 682.2003 EA 1 $ 80.00 $ 80.00 132 VEH SIG SEC (12 IN) LED (GRN ARW) 682.2022 EA 1 $ 210.00 $ 210.00 133 VEH SIG SEC (12 IN) LED (GRN) 682.2023 EA 5 $ 200.00 $ 1,000.00 134 VEH SIG SEC (12 IN) LED (YEL ARW) 682.2024 EA 1 $ 200.00 $ 200.00 135 VEH SIG SEC (12 IN) LED (YEL) 682.2025 _ EA 5_ $ 200.00 $ 1,000.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Dirks Road - Bid Proposal.xls SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Dirks Rd Bidders App BID PROPOSAL Page 5 of 6 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 136 VEH SIG SEC (12 IN) LED (RED) 682.2027 EA 5 $ 195.00 $ 975.00 137 TRF SIG CBL (TY A) (14 AWG) (20 CONDR) 684.2046 LF 394 $ 3.75 $ 1,477.50 138 INS TRF SIG PL AM(S) 1 ARM (36') LUM 686.2037 EA 1 $ 6,900.00 $ 6,900.00 139 INS TRF SIG PL AM(S) 1 ARM (55') LUM 686.2057 EA 1 $ 15,900.00 $ 15,900.00 140 PED DETECT (2 INCH PUSH BTN) 688.2001 EA 4 $ 245.00 $ 980.00 141 INSTALL OF SIGNAL RELATED SIGNS 690.2029 EA 3 $ 150.00 $ 450.00 142 REMOVING TRAFFIC SIGNALS 6007.2001 EA 1 $ 2,600.00 $ 2,600.00 143 VIVDS CAMERA ASSEMBLY 6266.2002 EA 2 $ 1,750.00 $ 3,500.00 144 VIVDS SET-UP SYSTEM 6266.2003 EA 1 $ 350.00 $ 350.00 145 VIVDS COMMUNICATION CABLE (COAXIAL) 6266.2005 LF 394 $ 2.25 $ 886.50 146 LED COUNTDOWN PED SIGNAL MOD W HOUSING 8206.2001 EA 4 $ 485.00 $ 1,940.00 Traffic Total I $ 150,859.22 I Unit V - Environmental 147 BLOCK SODDING 162.2002 SY 2,687 $ 2.68 $ 7,201.16 148 CELL FBR MLCH SEED(PERM)(RURAL)(CLAY) 164.2024 AC 3 $ 2,080.00 $ 6,240.00 149 DRILL SEEDING (TEMP) (WARM) 164.2041 SY 5,468 $ 0.19 $ 1,038.92 150 DRILL SEEDING (TEMP) (COOL) 164.2043 SY 5,468 $ 0.19 $ 1,038.92 151 VEGETATIVE WATERING 168.2001 MG 985.0 $ 17.80 $ 17,533.00 152 ROCK FILTER DAMS (INSTALL) (TY 2) 506.2002 LF 12 $ 55.00 $ 660.00 153 ROCK FILTER DAMS (INSTALL) (TY 4) 506.2004 LF 104 $ 40.00 $ 4,160.00 154 ROCK FILTER DAMS (REMOVE) 506.2009 LF 116 $ 7.00 $ 812.00 155 CONSTRUCTION EXITS (INSTALL) (TY 1) 506.2016 SY 312 $ 20.00 $ 6,240.00 156 CONSTRUCTION EXITS (REMOVE) 506.2019 SY 312 $ 8.00 $ 2,496.00 157 TEMPORARY SEDIMENT CONTROL FENCE 506.2034 LF 6,565 $ 1.40 $ 9,191.00 158 TEMP SDMT CONT FENCE (INLET PROTECT) 506.2041 LF 125 $ 3.50 $ 437.50 159 BIODGRD EROSION CONTROL LOGS (18" DIA) 5049.2002 LF 285 $ 4.25 $ 1,211.25 Environmental Total 1 $ 58,259.75 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Dirks Road - Bid Proposal.xls SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Dirks Rd Bidders App BID PROPOSAL Page 6 of 6 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Unit VI - Railroad Improvements 160 PREPARING ROW 100.2002 STA 42.30 $ 3,000.00 $ 126,900.00 161 EXCAVATION (SPECIAL) 110.2003 CY 19,506 $ 7.82 $ 152,536.92 162 EMBANKMENT (FINAL)(DENS CONT)(TY B) 132.2004 CY 20,600 $ 22.00 $ 453,200.00 163 EMB(FNL)(DC)(TYE)(CSBE)(RWALL FND IMPR 132.2037 CY 3,706 $ 90.00 $ 333,540.00 164 COMPOST MANUF TOPSOIL (BOS OR PB) (4") 161.2014 SY 1,922 $ 4.03 $ 7,745.66 165 CELL FBR MLCH SEED(PERM)(RURAL)(CLAY) 164.2024 AC 3 $ 2,080.00 $ 6,240.00 166 TEMPORARY SPL SHORING 403.2001 SF 29,113 $ 15.00 $ 436,695.00 167 RETAINING WALL (SPECIAL) 423.2025 SF 24,123 $ 55.00 $ 1,326,765.00 168 RIPRAP (STONE PROTECTION)(12 IN) 432 2019 CY 772 $ 110.00 $ 84,920.00 169 RAIL(TYPRI) 450.2025 LF 1,867 $ 90.00 $ 168,030.00 170 CONC BOX CULV (6 FT X 4 FT) 462.2011 LF 190 $ 225.00 $ 42,750.00 171 RC PIPE (CL V)(36 IN) 464.2040 LF 187 $ 110.00 $ 20,570.00 172 INLET (COMPL)(TY H) 465.2003 EA 1 $ 4,800.00 $ 4,800.00 173 JUNCTION BOX (SPL) 465.2733 EA 1 $ 24,000.00 $ 24,000.00 174 JACK BOR OR TUN PIPE(36 IN)(RC)(CL V) 476.2024 LF 187 $ 610.00 $ 114,070.00 175 CONC SIDEWALKS (8")(SPL RETAINING WALL) 531.2036 SY 15 $ 698.45 .$ 10,476.75 176 BALLASTED TRACK CONSTRUCTION (TRACK) 2126.2001 LF 2,982 $ 166.91 $ 497,725.62 177 BALLASTED TRACK CONST (TRACK REMOVAL) 2126.2002 LF 2,990 $ 14.71 $ 43,982.90 178 BALLASTED TRACK CONST (SUBBALLAST) 2126.2003 CY 2,970 $ 50.00 $ 148,500.00 179 BALLASTED TRACK CONST (TRACK SHIFT) 2126.2004 LF 1,248 $ 15.64 $ 19,518.72 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Railroad Total 1 $ 4,022,966.57 Total Bid $ 10,742,244.51 Dirks Road - Bid Proposal.xls 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 , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. BIDDER: Company Name Address Austin Bridge & Road, LP 6330 Commerce Drive, Suite 150 Irving, Texas 75063 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 By: Michael Landen Director of Estimating Austin Bridge & Road, Inc. r3 -4.nr G Ireined�Name) Title: Date: (Signature) tcl3r /2vr3 00 41 00_00 42 43_00 43 13_00 43 37_Bid Proposal Workbook.xls 2 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 004511-1 BIDDERS PREQUALIFICATIONS Page 1 of 1 3 4 1. Summary. All contractors shall refer to TxDOT's Special Provision 002---017 for 5 TxDOT prequalification requirements. Contractors do not need to be prequalified by 6 City. 7 END OF SECTION 8 CITY OF FORT WORTI-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase I1 CSJ: 0902 48 775 City Project No. 00768 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 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 00768. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 12 13 Company 14 15 Signature: 16 Address 17 18 19 City/State/Zip 20 21 22 THE STATE OF TEXAS 23 24 COUNTY OF TARRANT 25 26 BEFORE ME, the undersigned authority, on this day personally appeared 27 Richard Mills , known to me to be the person whose name is 28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 29 the act and deed of Austin Bridge & Road, LP for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 33 34 35 36 37 Austin Bridge & Road, LP 6330 Commerce Drive, Suite 150 Irving, Texas 75063 Title: Austin Bridge & Road, Inc., General Partner 38 By: Richard Mills, Senior Vice President (Please Print) GIVEN UNDER MY HAND AND SEAL OF OFFICE this 11 th day of February 20 14 )g 41:0)(1, Notary Public in and for the State of Texas 39 END OF SECTION 40 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Atlamesa Boulevard Phase II (formerly known as Dirks Road —Phase II ) CSJ: 0902 48 775 City Project No. 00768 1 2 004539-I DISADVANTAGED BUSINESS ENTERPRISE GOAL Page 1 of 1 SECTION 00 45 39 DISADVANTAGED BUSINESS ENTERPRISE GOAL 3 4 APPLICATION OF POLICY 5 If the total dollar value of the contract is $50,000 or more, the DBE goal is applicable. 6 If the total dollar value of the contract is less than $50,000, the DBE goal is not applicable. 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by 10 Disadvantaged Business Enterprises (DBE) in the procurement of all goods and services to the 11 City on a contractual basis. All requirements and regulations stated in the TxDOT's current 12 Disadvantaged Business Enterprise program apply to this bid. 13 14 DBE PROJECT GOAL 15 The City's DBE goal on this project is 25.0% of the total bid. 16 17 COMPLIANCE TO BID SPECIFICATIONS 18 On City contracts of $50,000 or more, bidders are required to comply with the intent of the City's 19 DBE Ordinance by either of the following: 20 1. Meet or exceed the above stated DBE goal, or 21 2. Good Faith Effort documentation, or; 22 3. Waiver documentation, or; 23 4. Joint Venture. 24 25 Failure to comply with the TxDOT's DBE program shall result in the Bid being considered non- 26 responsive. Any questions, please contact the M/WBE Office at (817) 212-2674. 27 28 DBE program will be in accordance with Special Provision 000---1966 Disadvantaged Business 29 Enterprise in Federal Aid Contracts. 30 31 Visit http://www.dot.state.tx.us/business/business outreach/dbe.htm for forms, directory of 32 approved companies and additional information. 33 34 SUBMITTAL OF REQUIRED DOCUMENTATION 35 The applicable documents must be received in accordance with Special Provision 000---1966 36 Disadvantaged Business Enterprise in Federal Aid Contracts, Paragraph 3.a. 37 38 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 28, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 005243-1 Agreement Page I of 4 1 SECTION 00 52 43 2 AGREEMENT 3 FEB 18 2014 4 THIS AGREEMENT, authorized on is made by and between the City of Forth 5 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 6 ("City"), and Austin Bridge & Road, L.P., authorized to do business in Texas, acting by and 7 through its duly authorized representative, ("Contractor"). 8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 Altamesa Boulevard Phase II Construction, formerly known as Dirks Road 17 City Project No. 00768 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 12 Final Acceptance. 23 The Work will be complete for Final Acceptance within 345 days after the date when the 24 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that City will 27 suffer financial loss if the Work is not completed within the times specified in Paragraph 28 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 29 General Conditions. The Contractor also recognizes the delays, expense and difficulties 30 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 31 is not completed on time. Accordingly, instead of requiring any such proof, Contractor 32 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 33 City One Thousand Two Hundred Fifty Dollars ($1,250.00) for each working day that 34 expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues 35 the Final Letter of Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 005243-2 Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 City agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of Ten Million Seven Hundred Forty-two Thousand 39 Two Hundred Forty-four and 51/100 Dollars($10,742,244.51). 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 A. The Contract Documents which comprise the entire agreement between City and 43 Contractor concerning the Work consist of the following: 44 1. This Agreement. 45 2. Attachments to this Agreement: 46 a. Bid Form 47 1) Proposal Form 48 2) Vendor Compliance to State Law Non -Resident Bidder 49 3) Prequalification Statement 50 4) State and Federal documents (project specific) 51 b. Current Prevailing Wage Rate Table 52 c. Insurance ACORD Form(s) 53 d. Payment Bond 54 e. Performance Bond 55 f. Power of Attorney for the Bonds 56 g. Worker's Compensation Affidavit 57 h. MBE and/or SBE Commitment Form 58 3. General Conditions. 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or, if not attached, as incorporated by reference and described in the Table of 62 Contents of the Project's Contract Documents. 63 6. Drawings. 64 7. Addenda. 65 8. Documentation submitted by Contractor prior to Notice of Award, 66 9. The following which may be delivered or issued after the Effective Date of the 67 Agreement and, if issued, become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. 69 b. Field Orders. 70 c. Change Orders. 71 d. Letter of Final Acceptance. 72 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Dirks Road — Phase I1 CSJ: 0902 48 775 City Project No. 00768 005243-3 Agreement Page 3 of 4 73 Article 6. INDEMNIFICATION 74 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 75 expense, the city, its officers, servants and employees, from and against any and all 76 claims arising out of, or alleged to arise out of, the work and services to be performed 77 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 78 under this contract. This indemnification provision is specifically intended to operate 79 and be effective even if it is alleged or proven that all or some of the damages being 80 sought were caused, in whole or in part, by any act, omission or negligence of the city. 81 This indemnity provision is intended to include, without limitation, indemnity for 82 costs, expenses and legal fees incurred by the city in defending against such claims and 83 causes of actions. 84 85 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 86 the city, its officers, servants and employees, from and against any and all loss, damage 87 or destruction of property of the city, arising out of, or alleged to arise out of, the work 88 and services to be performed by the contractor, its officers, agents, employees, 89 subcontractors, licensees or invitees under this contract. This indemnification 90 provision is specifically intended to operate and be effective even if it is alleged or 91 proven that all or some of the damages being sought were caused, in whole or in part, 92 by any act, omission or negligence of the city. 93 94 Article 7. MISCELLANEOUS 95 7.1 Terms. 96 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 97 have the meanings indicated in the General Conditions. 98 7.2 Assignment of Contract. 99 This Agreement, including all of the Contract Documents may not be assigned by the 100 Contractor without the advanced express written consent of the City. 101 7.3 Successors and Assigns. 102 City and Contractor each binds itself, its partners, successors, assigns and legal 103 representatives to the other party hereto, in respect to all covenants, agreements and 104 obligations contained in the Contract Documents. 105 7.4 Severability. 106 Any provision or part of the Contract Documents held to be unconstitutional, void or 107 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 108 remaining provisions shall continue to be valid and binding upon CITY and 109 CONTRACTOR. 110 7.5 Governing Law and Venue. 111 This Agreement, including all of the Contract Documents is performable in the State of 112 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 113 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Dirks Road — Phase 11 CSJ: 0902 48 775 City Project No. 00768 005243-4 Agreement Page 4 of 4 114 7.6 Other Provisions. 115 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 116 classified, promulgated and set out by the City, a copy of which is attached hereto and 117 made a part hereof the same as if it were copied verbatim herein. 118 7.7 Authority to Sign. 119 Contractor shall attach evidence of authority to sign Agreement, if other than duly 120 authorized signatory of the Contractor. 121 122 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 123 counterparts. 124 125 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 126 127 128 129 130 131 132 133 134 135 136 Contractor: Bridge & Road, LP Bv: ure) Richard Mills, Senior Vice President (Printed Name) City of Fort Worth By:11;"14t Fernando Costa Assistant City Manager Date 2 Attest: City Secretary (Seal) Title: Austin Bridge & Road, Inc., General Partner iitr•,. Address: 6330 Commerce Drive, Suite 150 City/State/Zip: Irving, Texas 75063 02/11/14 Date M&C L — 1-6 6 4-G Date: Z -18- / Y A• rove. .s to Form and Legalit Douglas W. Black Assistant City Attorney APPROVAL RECOMMENDED: Doug Wisig, Ph.D., P.E. DIRECT w R, Transportation and Public Works Department CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 nolPiaNrkkkaaiia (i f1'ii 1(iil'�t/rb o67 II 5 8 Federal Bond # 8232-38-14 1 2 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 7 006113-1 PERFORMANCE BOND Page 1 of 3 SECTION 00 61 13 PERFORMANCE BOND KNOW ALL BY THESE PRESENTS: 8 That we, Austin Bridge & Road, L.P., known as "Principal" herein and 9 Federal 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 11 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of Texas, known as "City" herein, in the penal sum of, Ten Million Seven 13 Hundred Forty-two Thousand Two Hundred Forty-four and 51/100 Dollars 14 ($10,742,244.51), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 15 Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, 16 executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 17 WHEREAS, the Princi al has entered into a certain written contract with the City 18 awarded the day of FE� 2014 20 , which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 20 labor and other accessories defined by law, in the prosecution of the Work, including any Change 21 Orders, as provided for in said Contract designated as Altamesa Boulevard Phase II 22 Construction, formerly known as Dirks Road, City Project #: 00768 . 23 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 24 accordance with the plans, specifications and Contract Documents that the Work is and will 25 remain free from defects in materials or workmanship; and 26 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 27 upon receiving notice from the City of the need therefore. 28 29 30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 Federal Bond # 8232-38-14 006113-3 PERFORMANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 2 t�}srin�trin t�by duly authorized agents and officers on this the day of 3 1''tt AA88 LLUhF,20 . 4 5 6 7 8 9 10 ATTEST: 11 12 13 (Principal) Secretary 14 15 16 17 18 � (� A,Cce PKeiSuct-e-P 19 Witness as to Principal 20 21 22 23 24 25 26 27 28 29 30 3 3 33 % 4 /0 PRINCIPAL: ge & Road LP BY: Richasal'\Aillrs, Senior Vice President Austin Bridge & Road, Inc. General Partner Name and Title Address: 6330 Commerce Drive, Suite 150 Irving, Texas 75063 SURETY: Federal Insurance Company 3 Mountain View Road - 1st Floor, Warren, NJ 07059 Jeff Abraham, Attorney -in -fact Name and Title Address: 3535 Travis Street, Suite 201 Dallas, Texas 75204 34 Witness as to Surety Rebecca S. Thacker Telephone Number: (214) 443-5586 35 36 37 38 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 39 from the by-laws showing that this person has authority to sign such obligation. If 40 Surety's physical address is different from its mailing address, both must be provided. 41 The date of the bond shall not be prior to the date the Contract is awarded. 42 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 Federal Bond # 8232-38-14 006114-1 PAYMENT BOND Page 1 of 2 SECTION 00 61 14 PAYMENT BOND THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT That we, Austin Bridge & Road, L.P., known as "Principal" herein, and Federal Insurance Company a corporate surety (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the penal sum of Ten Million Seven Hundred Forty-two Thousand Two Hundred Forty -Four and 51/100 Dollars ($10,742,244.51), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, Principal has entered into a certain written Contract with City, awarded the FEB 18 2014 of , 20_, which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined by law, in the prosecution of the Work as provided for in said Contract and designated as Altamesa Boulevard Phase II Construction, formerly known as Dirks Road, City Project #: 00768 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under the Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. CITY OF FORT WORTH Dirks Road — Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 48 775 Revised July 1, 2011 City Project # 00768 Federal Bond # 8232-38-14 00 61 13 -2 PERFORMANCE BOND Page 2 of 3 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 2 shall faithfully perform it obligations under the Contract and shall in all respects duly and 3 faithfully perform the Work free of defaults, including Change Orders, under the Contract, 4 according to the plans, specifications, and contract documents therein referred to, and as well 5 during any period of extension of the Contract that may be granted on the part of the City and for 6 2 years from the date of final acceptance, then this obligation shall be and become null and void, 7 otherwise to remain in full force and effect. 8 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 9 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 10 Worth Division. 11 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 12 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 13 accordance with the provisions of said statue. 14 15 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase 11 CSJ: 0902 48 775 City Project No. 00768 Federal Bond # 8232-38-14 006114-2 PAYMENT BOND Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the day of , 20_. FEB 182014 ATTEST: (Principal) Secretary we ness as to Principal PRINCIPAL: Austin Bridge & Road LP BY: 846140 Mil , Senior Vice President Austin Bridge & Road, Inc. Gen1ral Partner Name and Title Address: 6330 Commerce Drive, Suite 150 Irving, Texas 75063 SURETY: Federal Insurance Company 3 Mountain View toad - 1st Floor, Warren, NJ 07059 ATTEST: BY: (Surety) Secretary Witness as to Surety Rebecca S. Thacker Signature Jeff Abraham, Attorney -in -fact Name and Title Address: 3535 Travis Street, Suite 201 Dallas, Texas 75204 Telephone Number: (214) 443-5586 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH Dirks Road — Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CSJ: 0902 48 775 City Project # 00768 Chubb Surety CHUBB Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint Jeff Abraham, James R. Bennett, Jr., Jeffrey T. Fisher, and J.E. Schranz of Dallas, Texas POWER OF ATTORNEY Federal Insurance Company Vigilant Insurance Company Pacific Indemnity Company Attn: Surety Department 15 Mountain View Road Warren, NJ 07059 each as their true and lawful Attorney- in- Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than ball bonds) given or executed in the course of business, and any instruments amending or altering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 21 st day of April, 2010. c. t%-tieeyD Kennet C. Wendant Secretary STATE OF NEW JERSEY County of Somerset On this 21 st day of April, 2010 before me, a Notary Public of New Jersey, personally came Kenneth C. Wendel, to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Power of Attorney, and the said Kenneth C. Wendel, being by me duly sworn, did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By- Laws of said Companies; and that he signed said Power of Attomey as Assistant Secretary of said Companies by like authority; and that he Is acquainted with David B. Norris, Jr., and knows him to be Vice President of said Companies; and that the signature of David B. Norris, Jr., subscribed to said Power of Attomey is in the genuine handwriting of David B. Norris, Jr., and was thereto subscribed by authority of said By - Laws and in deponent's presence. C. Notarial Sea NgB04 ,- A � � � • • Pu��\G� �FWAR' ss. STEPHEN B. BRADT Notary Public, State of New Jersey No. 2321097 Commission Expiate Oct. 25, 2014 CERTIFICATION Extract from the By- Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY: "Ail powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the President or a Vice President or an Assistant Vice President, Jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the following officers: Chairman, President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attomey or to any certificate relating thereto appointing Assistant Secretaries or Attorneys- in- Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the "Companies") do hereby certify that (i) the foregoing extract of the By- Laws of the Companies is true and correct, (ii) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U.S. Treasury Department; further, Federal and Vigilant are licensed in Puerto Rico and the U.S. Virgin Islands, and Federal is licensed in American Samoa, Guam, and each of the Provinces of Canada except Prince Edward Island: and (iii) the foregoing Power of Attorney is true, correct and in full force and effect. Given under my hand and seals of said Companies at Warren, NJ this FEB 1 S 2014 Kenneth C. Wend , Assistant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903- 3493 Fax (908) 903- 3656 e-mail: suret 5 chubb.com Form 15-10- 0225B- U (Ed. 5- 03) CONSENT IMPORTANT NOTICE TO OBTAIN INFORMATION OR MAKE A COMPLAINT: 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 You may also write to: FEDERAL INSURANCE COMPANY At: Attn: Claims Department 15 Mountain View Road Warren, NJ 07059 Fax No.: 908-903-3656 or 908-903-3485 ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not become a part or a condition of the attached document and is given to comply with Section 2253.048, Government Code, and Section 53.202, Property Code, effective September 1, 2001. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology 1 1.01 Defined Terms 1 1.02 Terminology 6 Article 2 — Preliminary Matters 7 2.01 Copies of Documents 7 2.02 Commencement of Contract Time; Notice to Proceed 7 2.03 Starting the Work 8 2.04 Before Starting Construction 8 2.05 Preconstruction Conference 8 2.06 Public Meeting 8 2.07 Initial Acceptance of Schedules 8 Article 3 — Contract Documents: Intent, Amending, Reuse 8 3.01 Intent 8 3.02 Reference Standards 9 3.03 Reporting and Resolving Discrepancies 9 3.04 Amending and Supplementing Contract Documents 10 3.05 Reuse of Documents 10 3.06 Electronic Data 11 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points 11 4.01 Availability of Lands 11 4.02 Subsurface and Physical Conditions 12 4.03 Differing Subsurface or Physical Conditions 12 4.04 Underground Facilities 13 4.05 Reference Points 14 4.06 Hazardous Environmental Condition at Site 14 Article 5 — Bonds and Insurance 16 5.01 Licensed Sureties and Insurers 16 5.02 Performance, Payment, and Maintenance Bonds 16 5.03 Certificates of Insurance 16 5.04 Contractor's Insurance 18 5.05 Acceptance of Bonds and Insurance; Option to Replace 19 Article 6 — Contractor's Responsibilities 19 6.01 Supervision and Superintendence 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 Article 10 - Changes in the Work; Claims; Extra Work 38 10.01 Authorized Changes in the Work 38 10.02 Unauthorized Changes in the Work 39 10.03 Execution of Change Orders 39 10.04 Extra Work 39 10.05 Notification to Surety 39 10.06 Contract Claims Process 40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement 41 11.01 Cost of the Work 41 11.02 Allowances 43 11.03 Unit Price Work 44 11.04 Plans Quantity Measurement 45 Article 12 - 12.01 12.02 12.03 Article 13 - 13.01 13.02 Change of Contract Price; Change of Contract Time 46 Change of Contract Price 46 Change of Contract Time 47 Delays 47 Tests and Inspections; Correction, Removal or Acceptance of Defective Work 48 Notice of Defects 48 Access to Work 48 13.03 Tests and Inspections 13.04 Uncovering Work 13.05 City May Stop the Work 13.06 Correction or Removal of Defective Work 13.07 Correction Period 13.08 Acceptance of Defective Work 13.09 City May Correct Defective Work Article 14 - 14.01 14.02 14.03 Contractor's Warranty of Title 14.04 Partial Utilization 14.05 Final Inspection 14.06 Final Acceptance 14.07 Final Payment 14.08 Final Completion Delayed and Partial Retainage Release 14.09 Waiver of Claims 48 49 49 50 50 51 51 Payments to Contractor and Completion 52 Schedule of Values 52 Progress Payments 52 54 55 55 55 56 56 57 Article 15 - Suspension of Work and Termination 57 15.01 City May Suspend Work 57 15.02 City May Terminate for Cause 58 15.03 City May Terminate For Convenience 60 Article 16 - Dispute Resolution 61 16.01 Methods and Procedures 61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 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 Paytnent The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder The individual or entity who submits a Bid directly to City. 8. Bidding Documents The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw — City's on-line, electronic document management and collaboration system. 12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 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 Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Worlc -- Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order --A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIE -CATION DOCUMENTS Revision: August 17, 2012 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 Representative The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 0o7200- 1 General Conditions Page 7 or63 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, Petform, 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 SPECTFCATK)N DOCUMENTS Revision: August 17, 2012 00 72 00 - 1 General Conditions Pagc 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC!FCATION DOCUMENTS Revision: August 17, 2012 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 SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 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 SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 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 indemnij5) and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemn any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 1 General Conditions Page 17 of63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final. Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 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 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 bisurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - General Conditions Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.I, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 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 indenm, and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - I General Conditions Page 25 of 63 1, shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 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 SPECIFCATION DOCUMENTS Revision: August 17, 2012 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 cmd hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 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 WORTII STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - I General Conditions Page 33 o163 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all Toss, 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 WORTII STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Augur 17, 2012 00 72 00 - 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 SPFCIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 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 Safely Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007200-1 General Conditions Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Augti 17, 2012 00 72 00 - I General Conditions Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11 — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper 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.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer- necessary for the Work. CITY OF FORT WORT( T STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 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 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. 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 SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - General Conditions Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 1 General Conditions Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CrrY OF FORT WORTII STANDARD CONSTRUCTION SPECITCATION DOCUMENT'S Revision: August 17, 2012 007200-1 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 SPEC[FCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 1 General Conditions Page 51 01'63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENT'S Revision: August 17, 2012 007200-I 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 detelniination 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 SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 1 General Conditions Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Augusrt 17, 2012 00 72 00 - I 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. CfrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Augusrt 17, 2012 00 72 00 - General Conditions Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORT( I STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Augirsi 17, 2012 00 72 00 - 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. ARTLC.LE 16 —DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CrfY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - 1 General Conditions Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August !7, 2012 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 6 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 7 Supplementary Conditions 8 9 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other 10 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 11 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 12 of the General Conditions which are not so modified or supplemented remain in full force and effect. 13 14 Defined Terms 15 16 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 17 meaning assigned to them in the General Conditions, unless specifically noted herein. 18 19 Modifications and Supplements 20 21 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 22 other Contract Documents. 23 24 SC-3.03B.2, "Resolving Discrepancies" 25 26 Plans govern over Specifications and Specifications shall govern over standard details. 27 28 SC-4.01A 29 30 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 31 Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the 32 Contract Drawings. 33 34 SC-4.01A.1., "Availability of Lands" 35 36 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of 37 October 25, 2013. 38 39 Outstanding Right -Of -Way, and/or Easements to Be Acquired 40 PARCEL NUMBER Parcel No. 1TC-PT3 (A.M. Pate, Jr.) Parcel No. 1PS (A.M. Pate, Jr.) OWNER City of Fort Worth (Temporary Construction Easement) City of Fort Worth (Permanent Slope and Drainage Easement) TARGET DATE OF POSSESSION January 2014 January 2014 41 42 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 43 and do not bind the City. 44 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 6 1 (2) Consultant: Kennedy Consulting, Ltd 2 (3) Other: Fort Worth and Western Railroad 3 4 SC-5.04A., "Contractor's Insurance" 5 6 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 7 coverages for not less than the following amounts or greater where required by laws and regulations: 8 9 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 10 11 Statutouy limits 12 Employers liability 13 $1,000,000 each accident/occurrence 14 $1,000,000 Disease - each employee 15 $1,000,000 Disease - policy limit 16 17 18 SC-5.04B., "Contractor's Insurance" 19 20 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 21 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 22 minimum limits of: 23 24 $2,000,000 each occurrence 25 $6,000,000 aggregate limit 26 27 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 28 General Aggregate Limits apply separately to each job site. 29 30 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 31 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 32 33 SC 5.04C., "Contractor's Insurance" 34 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 35 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 36 37 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 38 defined as autos owned, hired and non -owned. 39 40 $2,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 41 least: 42 43 $250, 000 Bodily Injury per person / 44 $500,000 Bodily Injury per accident / 45 $100,000 Property Damage 46 47 SC-5.04D., "Contractor's Insurance" 48 49 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and 50 material deliveries to cross railroad properties and tracks Fort Worth and Western Railroad. 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 6 1 SC-6.07., "Wage Rates" 2 3 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 4 Appendixes: 5 6 Davis -Bacon (TX20120035) TX35 — Highway 01/04/2013 7 8 SC-6.09., "Permits and Utilities" 9 10 SC-6.09A., "Contractor obtained permits and licenses" 11 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 12 None 13 14 SC-6.09B. "City obtained permits and licenses" 15 The following are known permits and/or licenses required by the Contract to be acquired by the City: None 16 17 SC-6.09C. "Outstanding permits and licenses" 18 19 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of March 15, 20 2013: 21 22 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None None None 23 24 SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" 25 26 During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest 27 (hereinafter referred to as the "Contractor") agrees as follows: 28 29 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to 30 nondiscrimination in Federally -assisted programs of the Department of Transportation (hereinafter, 31 "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, 32 (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part 33 of this contract. 34 35 2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, shall 36 not discriminate on the grounds of race, color, or national origin, in the selection and retention of 37 subcontractors, including procurements of materials and leases of equipment. The Contractor shall not 38 participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the 39 Regulations, including employment practices when the contract covers a program set forth in 40 Appendix B of the Regulations. 41 42 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all 43 solicitations either by competitive bidding or negotiation made by the contractor for work to be 44 performed under a subcontract, including procurements of materials or leases of equipment, each 45 potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations 46 under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or 47 national origin. 48 49 4. Information and Reports: The Contractor shall provide all information and reports required by the 50 Regulations or directives issued pursuant thereto, and shall permit access to its books, records, 51 accounts, other sources of information and its facilities as may be determined by City or the Texas CITY OF FORT WORTI-t STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 DISADVANTAGED BUSINESS ENTERPRISES (DBE) REQUIREMENTS - 1 DISADVANTAGED BUSINESS ENTERPRISES (DBE) REQUIREMENTS PROJECT: FOR THE CONTRUCTION OF MISCELLANEOUS WORK CONSISTING OF PAVEMENT, DRAINAGE, STRUCTURES, ILLUMINATION, TRAFFIC SIGNALS, PAVEMENT MARKINGS, AND RAILROAD HIGHWAY: CS COUNTY: TARRANT TXDOT CSJ: 0902 48 775 The following goal for disadvantaged business enterprises is established: DBE 25.00% Certification of DBE Goal Attainment By signing the proposal, the Bidder certifies that the above DBE goal will be met by obtaining commitments equal to or exceeding the DBE percentage or that the Bidder will provide a good faith effort to substitute the attempt to meet the goal. Failure to provide commitments to meet the stated goal or provide a satisfactory good faith effort will be considered a breach of the requirements of the proposal. As a result, the bid proposal guarantee of the Bidder will be property of the City and the Bidder will be excluded for rebidding on the project when it is re -advertised. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Dirks Road — Phase II CSJ: 0902 48 775 CITY PROJECT NO. 00768 State of Texas Child Support Business Ownership Form County: (' ^''- Project Name: ` axs " 11-+ evS s �" TxDOT CSJ: pcicZ-s`f �--71S LG Project Number: ve 7 Og Business Entity Submitting Bid: AtJSTIN BRIDGE & ROAD, L.Y. Section 231.006, Family Code, requires a bid for a contract paid from state funds to include the names and social security number of individuals owning 25% or more of the business entity submitting the bid. 1. In the spaces below please provide the names and social security number of individuals owning 25% or more of the business. Name Social Security Number 2. Please check the box below if no individual owns 25% or more of the business. No individual own 25% or more of the business. Except as provided by Section 231.302(d), Family Code, a social security number is confidential and may be disclosed only for the purpose of responding to a request for information from an agency operating under the provisions of Part A and D to Title IV of the Federal Social Security Act (42 USC Section 601-617 and 651-699). Under Section 231.006, Family Code, the vendor or applicant certifies that the individual or business entity named in this contract, bid, or application is not ineligible to receive the specified grant, loan, or payment and acknowledges that this contract may be terminated and payment may be withheld if this certification is inaccurate. The information collected on this form will be maintained by City of Fort Worth . With few exceptions, you are entitled on request to be informed about the information collected about you. Under Sections 552.021 and 552.023 of the Texas Government Code, you also are entitled to receive and review the information. Under Section 559.004 of the Government Code, you are also entitled to have information about you corrected that you believe is incorrect. Signature Printed Name Michael Landon Director of Estimating Austin Bridge & Road, general Partner i c /3 / Zc, ) j Date IF THIS PROJECT IS A JOINT VENTURE, ALL PARTIES TO THE JOINT VENTURE MUST PROVIDE A COMPLETED FORM. § 635.410 Buy America requirements. (a) The provisions of this section shall prevail and be given precedence over any requirements of this subpart which are contrary to this section. However, nothing in this section shall be construed to be contrary to the requirements of §635.409(a) of this subpart. (b) No Federal -aid highway construction project is to be authorized for advertisement or otherwise authorized to proceed unless at least one of the following requirements is met: (1) The project either: (i) Includes no permanently incorporated steel or iron materials, or (ii) if steel or iron materials are to be used, all manufacturing processes, including application of a coating, for these materials must occur in the United States. Coating includes all processes which protect or enhance the value of the material to which the coating is applied. (2) The State has standard contract provisions that require the use of domestic materials and products, including steel and iron materials, to the same or greater extent as the provisions set forth in this section. (3) The State elects to include alternate bid provisions for foreign and domestic steel and iron materials which comply with the following requirements. Any procedure for obtaining alternate bids based on furnishing foreign steel and iron materials which is acceptable to the Division Administrator may be used. The contract provisions must (i) require all bidders to submit a bid based on furnishing domestic steel and iron materials, and (ii) clearly state that the contract will be awarded to the bidder who submits the lowest total bid based on furnishing domestic steel and iron materials unless such total bid exceeds the lowest total bid based on furnishing foreign steel and iron materials by more than 25 percent. (4) When steel and iron materials are used in a project, the requirements of this section do not prevent a minimal use of foreign steel and iron materials, if the cost of such materials used does not exceed one -tenth of one percent (0.1 percent) of the total contract cost or $2,500, whichever is greater. For purposes of this paragraph, the cost is that shown to be the value of the steel and iron products as they are delivered to the project. (c)(1) A State may request a waiver of the provisions of this section if; (i) The application of those provisions would be inconsistent with the public interest; or (ii) Steel and iron materials/products are not produced in the United States in sufficient and reasonably available quantities which are of a satisfactory quality. (2) A request for waiver, accompanied by supporting information, must be submitted in writing to the Regional Federal Highway Administrator (RFHWA) through the FHWA Division Administrator. A request must be submitted sufficiently in advance of the need for the waiver in order to allow time for proper review and action on the request. The RFHWA will have approval authority on the request. (3) Requests for waivers may be made for specific projects, or for certain materials or products in specific geographic areas, or for combinations of both, depending on the circumstances. (4) The denial of the request by the RFHWA may be appealed by the State to the Federal Highway Administrator (Administrator), whose action on the request shall be considered administratively final. (5) A request for a waiver which involves nationwide public interest or availability issues or more than one FHWA region may be submitted by the RFHWA to the Administrator for action. (6) A request for waiver and an appeal from a denial of a request must include facts and justification to support the granting of the waiver. The FHWA response to a request or appeal will be in writing and made available to the public upon request. Any request for a nationwide waiver and FHWA's action on such a request may be published in the FEDERAL REGISTER for public comment. (7) In determining whether the waivers described in paragraph (c)(1) of this section will be granted, the FHWA will consider all appropriate factors including, but not limited to, cost, administrative burden, and delay that would be imposed if the provision were not waived. (d) Standard State and Federal -aid contract procedures may be used to assure compliance with the requirements of this section. [48 FR 53104, Nov. 25, 1983, as amended at 49 FR 18821, May 3, 1984; 58 FR 38975, July 21, 1993] Code of Federal Regulations Page 1 of 1 Code of Federal Regulations Title 23 - Highways Volume: 1 Date: 2012-04-01 Original Date: 2012-04-01 Title: Section 635.413 - Guaranty and warranty clauses. Context: Title 23 - Highways. CHAPTER I - FEDERAL HIGHWAY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION. SUBCHAPTER G - ENGINEERING AND TRAFFIC OPERATIONS. PART 635 - CONSTRUCTION AND MAINTENANCE. Subpart D - General Material Requirements. § 635.413 Guaranty and warranty clauses. The STD may include warranty provisions in National Highway System (NHS) construction contracts in accordance with the following: (a) Warranty provisions shall be for a specific construction product or feature. Items of maintenance not eligible for Federal participation shall not be covered. (b) All warranty requirements and subsequent revisions shall be submitted to the Division Administrator for advance approval. (c) No warranty requirement shall be approved which, in the judgment of the Division Administrator, may place an undue obligation on the contractor for items over which the contractor has no control. (d) A STD may follow its own procedures regarding the inclusion of warranty provisions in non -NHS Federal - aid contracts. (e) In the case of a design -build project, the following requirements will apply instead of paragraphs (a) through (d) of this section. (1) General project warranties may be used on NHS projects, provided: (i) The term of the warranty is short (generally one to two years); however, projects developed under a public - private agreement may include warranties that are appropriate for the term of the contract or agreement. (ii) The warranty is not the sole means of acceptance; (iii) The warranty must not include items of routine maintenance which are not eligible for Federal participation; and, (iv) The warranty may include the quality of workmanship, materials and other specific tasks identified in the contract. (2) Performance warranties for specific products on NHS projects may be used at the STD's discretion. If performance warranties are used, detailed performance criteria must be provided in the Request for Proposal document. (3) The STD may follow its own procedures regarding the inclusion of warranty provisions on non -NHS Federal -aid design -build contracts. (4) For best value selections, the STD may allow proposers to submit alternate warranty proposals that improve upon the warranty terms in the RFP document. Such alternate warranty proposals must be in addition to the base proposal that responds to the RFP requirements. [60 FR 44274, Aug. 25, 1995, as amended at 67 FR 75926, Dec. 10, 2002; 72 FR 45336, Aug. 14, 2007] http://www.gpo.gov/fdsys/pkg/CFR-2012-tit1e23-vol 1 /xml/CFR-2012-title23-vol l-sec635-4... 3/9/2013 Non -Collusion Affidavit and Debarment Certification - 1 Non -Collusion Affidavit and Debarment Certification PROJECT: FOR THE CONTRUCTION OF MISCELLANEOUS WORK CONSISTING OF HARDSCAPE, ILLUMINATION AND PAVEMENT MARKINGS HIGHWAY: CS COUNTY: TARRANT TXDOT CSJ: 0902 48 558 INDIVIDUAL DOING BUSINESS UNDER A FIRM NAME OR FOR A CORPERATION The bidder being duly sworn, solemnly swears (or affirms) that neither he, nor any official, agent or employee has entered into any agreement, participated in any collusion, or otherwise taken any action which is in restraint of free competitive bidding in connection with any bid or contract, and that the bidder intends to do the work with his own bonafide employees or subcontractors and will not bid for the benefit of another contractor. By submitting this non -collusion affidavit, the Contractor is certifying his status under penalty of perjury under the laws of the United States in accordance with the Debarment Certification attached, provided that the Debarment Certification also includes any required statements concerning exceptions that are applicable. Name of Bidder: SIGNATURE OF BIDDER AUSTIN BRIDGE & ROAD, L.P. Print or type individual name Trading and doing business as ATISTIN BRIDGE & ROAD L.P., Austin Bridge & Road, LP Print or type firm name 6330 Commerce Drive, Suite 150 Irving. Texas 75063 ress Witnn ss (?wdlL ( � (,XJ Print or type witness' name Signature of Bidder, Individuallm i c h a e I Lan d e n Director of Estimating Austin Bridge & Road, Inc. Print or type signer's name General Partner If a Corporation affix Corporate Seal AFFIDAVIT MUST BE NOTARIZED NOTARY SEAL Subscribed and sworn to before me this the day of 0cf o be r'i a-Or3 Signature of Notary Public s"p;•P pUpy°LA. S URIE STOVALL %' ;C_ Notary Public State of Texas Commission Expires 'i,,2 OF„'° DECEMBER 2, 2014 Dirks Rd — Phase II CSJ: 0902 48 775 CITY PROJECT NO. 00768 CERTIFICATION OF INTEREST IN OTHER BID PROPOSALS FOR THIS WORK By signing this proposal, the bidding firm and the signer certify that the following information, as indicated by checking "Yes" or "No" below, is true, accurate, and complete. A. Quotation(s) have been issued in this firm's name to other firm(s) interested in this work for consideration for performing a portion of this work. YES ic' NO B. If this proposal is the low bid, the bidder agrees to provide the following information prior to award of the contract. 1. Identify firms which bid as a prime contractor and from which the bidder received quotations for work on this project. 2. Identify all the firms which bid as a prime contractor to which the bidder gave quotations for work on this project. INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of a covered Federal action, or a material change to a previous filing, pursuant to title 31 U.S.0 section 1352. The filing of a form is required for each payment or agreement to make payment to any lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with a covered Federal action. Use the SF-LLL-A Continuation Sheet for additional information if the space on the form is inadequate. Com- plete all items that apply for both the initial filing and material change report. Refer to the implementing guidance pub- lished by the Office of Management and Budget for additional information. 1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence the outcome of a covered Federal action. 2. Identify the status of the covered Federal action. 3. Identify the appropriate classification of this report. If this is a follow-up report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last previously submitted report by this reporting entity or this covered Federal action. 4. Enter the full name, address, city, state and zip code of the reporting entity. Include Congressional District, if known. Check the appropriate classification of the reporting entity that designates if it is, or expects to be, a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the 1st tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants. 5. If the organization filing the report in item 4 checks "Subawardee", then enter the full name, address, city, state and zip code of the prime Federal recipient. Include Congressional District, if known. 6. Enter the name of the Federal agency making the award or loan commitment. Include at least one organizational level below agency name, if known. For example, Department of Transportation, United States Coast Guard. 7. Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans, and loan commitments. 8. Enter the most appropriate Federal identifying number available for the Federal action identified in item 1 (e.g., Request for Proposal (RFP) number; Invitation for Bid (IFB) number; grant announcement number, the contract, grant, or loan award number; the application/proposal control number assigned by the Federal agency). Include prefixes, e.g., "RFP-DE-90-001." 9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitment for the prime entity identified in item 4 or 5. 10. (a) Enter the full name, address, city, state and zip code of the lobbying entity engaged by the reporting entity identified in item 4 to influence the covered Federal action. (b) Enter the full names of the individual(s) performing services, and include full address if different from 10(a). Enter Last Name, First Name, and Middle Initial (MI). 11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (item 4) to the lobbying entity (item 10). Indicate whether the payment has been made (actual) or will be made (planned). Check all boxes that apply. If this is a material change report, enter the cumulative amount of payment made or planned to be made. 12. Check the appropriate box(es). Check all boxes that apply. If payment is made through an in -kind contribution, specify the nature and value of the in -kind payment. 13. Check the appropriate box(es). Check all boxes that apply. If other, specify nature. 14. Provide a specific and detailed description of the services that the lobbyist has performed, or will be expected to perform, and the date(s) of any services rendered. Include all preparatory and related activity, not just time spent in actual contact with Federal officials. Identify the Federal official(s) or employee(s) contacted or the officer(s), employee(s), or Member(s) of Congress that were contacted. 15. Check whether or not a SF-LLL-A Continuation Sheet(s) is attached. 16. The certifying official shall sign and date the form, print his/her name, title, and telephone number. Public reporting burdon for this collection of infromation is estimated to average 30 minutes per response, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments reguarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burdon, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, D.C. 20503. Non -Collusion Affidavit and Debarment Certification - 1 Non -Collusion Affidavit and Debarment Certification PROJECT: FOR THE CONTRUCTION OF MISCELLANEOUS WORK CONSISTING OF HARDSCAPE, ILLUMINATION AND PAVEMENT MARKINGS HIGHWAY: CS COUNTY: TARRANT TXDOT CSJ: 0902 48 558 INDIVIDUAL DOING BUSINESS UNDER A FIRM NAME OR FOR A CORPERATION The bidder being duly sworn, solemnly swears (or affirms) that neither he, nor any official, agent or employee has entered into any agreement, participated in any collusion, or otherwise taken any action which is in restraint of free competitive bidding in connection with any bid or contract, and that the bidder intends to do the work with his own bonafide employees or subcontractors and will not bid for the benefit of another contractor. By submitting this non -collusion affidavit, the Contractor is certifying his status under penalty of perjury under the laws of the United States in accordance with the Debarment Certification attached, provided that the Debarment Certification also includes any required statements concerning exceptions that are applicable. Name of Bidder: SIGNATURE OF BIDDER AUSTIN BRIDGE & ROAD, L.P. Print or type individual name Trading and doing business as AUSTIN RRfIIGI!'._&_ ROAI,I y, Austin Bridge & Road, LP Print or type firm name 6330 Commerce Drive, Suite 150 Irving. Texas 75063 ess LoAA6GL )(Lc Witness 0/v)(k6 wo Print or type witness' name Signature of Bidder, Individuallmlehael. Landen Director of Estimating Austin Bridge & Road, Inc. Print or type signer's name Gealeneral Partner If a Corporation affix Corporate S AFFIDAVIT MUST BE NOTARIZED NOTARY SEAL Subscribd and sworn to before me this the O day oft4 0c f tit be c, 61.C)i3 Signature of Notary Public 4 0T1. ''- LAURIE S. STOVALL � ��'••Notary Public State of Texas +. "' ' Commission Expires '�����•.•••• �o�°� DECEMBER 2. 2014 Dirks Rd — Phase II CSJ: 0902 48 775 CITY PROJECT NO. 00768 CERTIFICATION OF INTEREST IN OTHER BID PROPOSALS FOR THIS WORK By signing this proposal, the bidding firm and the signer certify that the following information, as indicated by checking "Yes" or "No" below, is true, accurate, and complete. A. Quotation(s) have been issued in this firm's name to other firm(s) interested in this work for consideration for performing a portion of this work. YES X, NO B. If this proposal is the low bid, the bidder agrees to provide the following information prior to award of the contract. 1. Identify firms which bid as a prime contractor and from which the bidder received quotations for work on this project. 2. Identify all the firms which bid as a prime contractor to which the bidder gave quotations for work on this project. CONT CTOR' S ASSU ' NCE (Subcontracts -Federal Aid Projects) By signing this proposal, the contractor is giving assurances that all subcontract agreements will incorporate the Standard Specification and Special Provisions to Section 9.6.B. "Payment Provisions for Subcontractors", all subcontract agree- ments exceeding $2,000 will incorporate the applicable "Wage Determination Decision", and, all subcontract agreements of $10,000 or more will incorporate the following: Special Provision Special Provision Special Provision Form FHWA 1273 "Certification of Nondiscrimination in Employment" "Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity" (Executive Order 11246) "Standard Federal Equal Employment Opportunity Con- struction Contract Specifications" (Executive Order 11246) "Required Contract Provisions Federal -aid Construction Contracts" (Form FHWA 1273 must also be physically attached to subcontracts and purchase orders of $10,000 or more) Project Number: STP 2013 (841) County: Tarrant Highway: Dirks Rd — Phase II **** Specification Data **** Basis of Estimate ***************** Item Description Rate 166 Fert (16-8-8) 600 lb/acre** 168 Vegetative Watering 169,400 gal/acre 260 Lime (Hydrated, Commercial Or Quicklime)(Slry) 150 lb/CY 310 Asph Mat'! (EC-30) 0.2 gal/SY* (Subgrade)(Priming) 3267 Hot Mix (All Types) 115 lb/SY/in * ** Based On 50% Asphalt Residue. Non -Pay, for Contractor's Information Only. Special Notes: *************** Sheet A Control: 0902-48-775 Unit Ton MG Ton Gal Ton Texas Department of Transportation (TxDOT) specifications and special provisions have been adopted and incorporated into this project. The City of Fort Worth (City) is the owner and construction contract administrator. As such, references to TxDOT, Department, or State in the various specifications and special provisions pertain to the City when applicable. This includes, but is not limited to items such as material testing submittals, training, and payment. The Field Engineer will provide final direction on application and interpretation of specifications and special provisions. Any references to the name Dirks Road in the plans and contract documents shall be replaced with the street name Altamesa Boulevard. Secure the Field Engineer's approval of any proposed materials that may be affected due to this name change before their delivery. This includes, but is not limited to street signs and traffic control signs. TxDOT Special Provisions and Specifications shall prevail over any conflicting information with City General and Supplemental Conditions. Provide all-weather surface for temporary ingress and egress to adjacent property, as directed. Materials, labor, equipment and incidentals necessary to provide temporary ingress and egress will not be paid for directly, but will be subsidiary to the various bid items. General Notes Sheet A Project Number: STP 2013 (841) County: Tarrant Highway: Dirks Rd — Phase II Sheet C Control: 0902-48-775 In those instances where necessary, the governing slopes indicated herein may be varied from the limits shown, to the extent approved. All driveway openings will be determined by the Engineer and shall conform with Texas Department of Transportation "Regulations for Access Driveways to State Highways" adopted September 1953, and revised June 2004. Take care that existing curb and curb and gutter is not discolored or damaged during construction operations. In the event of discoloration or damage, clean or repair as directed. Plugging of pipes or culverts will not be paid for directly, but shall be considered subsidiary to the various bid items, unless otherwise shown on the plans. Provide temporary drain openings at all low points or other drainage structures, as required, at the Contractor's expense. Remove any obstructions to existing drainage due to the contractor's operations, as required, at the Contractor's expense. Install all required concrete riprap flumes immediately following the construction of ditches in which they are to be placed. In addition, apply all erosion control measures as shown on the plans or as directed, immediately following construction of channels to their required line, grade and section. Item 5. Control of the Work When supplementary bridge plans, shop drawings, shop details, erection drawings, working drawings, forming plans or other drawings, are required, the drawings shall be prepared and submitted on sheets 8 1/2 by 11 inches, 17 by 22 inches, or full size drawings reduced to half scale if completely legible. If, in the opinion of the Engineer, the drawings are not completely legible, they shall be prepared and submitted on sheets 22 by 34 inches, with a one and one-half inch left margin, and a one-half inch top, right, and bottom margin. All sheets submitted shall have a title in the lower right hand corner. The title shall include the sheet index data shown on the lower right corner of the project plans, name of the structure or element or stream, sheet numbering for the shop drawings, name of the fabricator and the name of the Contractor. Item 7. Legal Relations and Responsibilities This contract requires work to be performed on railroad property. Coordinate all construction activities with Fort Worth & Western Railroad (FWWR) per the Railroad Agreement, provided in the Project Manual, by and between FWWR and the City. The contractor shall meet all General Notes Sheet C Project Number: STP 2013 (841) County: Tarrant Highway: Dirks Rd — Phase II Sheet E Control: 0902-48-775 Additional Insurance Requirements Type of Insurance Amount of Coverage (minimum) Commercial General Liability $2,000,000 / $6,000,000 Business Automobile $2,000,000 combined single limit Workers Compensation and Employers Liability $1,000,000 / $1,000,000 / $1,000,000 Pollution Liability $5,000,000 / $10,000,000 Umbrella or Excess Liability $10,000,000 Railroad Protective Liability $5,000,000 / $10,000,000 Contractor shall not perform any work on the Railroad Company's property until the City and the Railroad have been provided the insurance certificates and original policies shown above. Policies issued for Railroad Protective Liability coverage must be issued for and on behalf of the Railroad. Maintain the Railroad Protective Liability insurance until all work on the railroad right of way has been completed. Where more than one Railroad Company is operating on the same right of way or where several railroad companies are involved and operate on their own separate rights of way, provide separate insurance policies in the name of each Railroad Company. Pay all deductibles stated in the policy. Subcontractors must meet the insurance requirements either through their own coverage or through the Contractor's coverage. Stop all work if any of the insurance lapses for any reason. Should any coverage lapse, provide the City and the Railroad with new certificates and new policies of the insurance. The corporate name and address of the Railroad Company in whose name the Railroad(s) Protective Liability Policy is to be issued, is as follows: Fort Worth & Western Railroad 6300 Ridglea Place, Suite 1200 Fort Worth, Texas 76116-5738 Do not initiate activities in a project specific location (PSL) associated with a U.S. Army Corps of Engineers (USACE) permit area that have not been previously evaluated by the USACE as part of the permit review of this project. Such activities include, but are not limited to, haul roads, equipment staging areas, borrow and disposal sites. "Associated" as defined here means materials are delivered to or from the PSL. The permit area includes all waters of the U.S. or associated wetlands affected by activities associated with this project. Special restrictions may be required for such work. The contractor shall be responsible for any and all consultations with the USACE regarding activities, including project specific locations (PSLs) that have not been previously evaluated by the USACE. Provide the City with a copy of all consultation(s) or approval(s) from the USACE prior to initiating activities. General Notes Sheet E Project Number: STP 2013 (841) County: Tarrant Highway: Dirks Rd — Phase II Item 8. Prosecution and Progress Sheet G Control: 0902-48-775 Working days will be computed and charged in accordance with Article 8.3.A.1 Five -Day Workweek. Work is allowed to be performed during the nighttime. Item 100. Preparing Right of Way Measurement for this item shall be along the centerline of the project with the limits of measurements as shown on the plans. Removal of existing concrete pavement shall be in accordance with Item 104 except that this work will not be paid for directly, but will be considered subsidiary to Item 100. Item 104. Removing Concrete When associated with a structure to be removed, removal of riprap as required, approach slabs and shoulder drains are to be included in the unit price bid for Item 496, 'Removing Structures'. Item 105. Removing Stabilized Base and Asphalt Pavement Cement, lime, and/or lime fly -ash stabilized base material to be removed on this project shall become the property of the Contractor. Item 110. Excavation Cross sections for pay quantity determination of earthwork may be developed photogrammetrically. Submit documentation to support quantity discrepancies prior to beginning earthwork operations. Disputes regarding earthwork quantities will not be considered after earthwork has begun. Review proposed waste sites to determine if any site is located in a "Base Floodplain" or "Floodway" as defined by the Federal Emergency Management Agency (FEMA). If waste material from this project is placed in a base floodplain as defined by FEMA, a permit will have to be obtained from the local community responsible for enforcing National Flood Insurance Program (NFIP) regulations. The Contractor is responsible for ensuring that the owner of the property receiving the waste has obtained the necessary permit. Item 132. Embankment Do not provide Type B embankment material with a Plasticity Index (PI) higher than 35. General Notes Sheet G Project Number: STP 2013 (841) County: Tarrant Highway: Dirks Rd — Phase II Item 166. Fertilizer Fertilize all areas of project to be seeded or sodded. Item 168. Vegetative Watering Sheet I Control: 0902-48-775 Furnish and install an approved rain gauge at the project site, as directed. Furnishing and installation of the rain gauge will not be paid for directly, but will be considered subsidiary to Item 168. Apply vegetative watering for an establishment period of thirteen weeks following application of seed or installation of sod, at a rate of'/2" of water depth per week (approximately 13,030 gallons per acre). During the first four weeks after seeding, apply watering twice per week, on non- consecutive days, each at half the weekly application rate. For the remainder of the establishment period, apply vegetative watering once per week during the months of January through June or September through December, at the weekly application rate; apply watering twice per week, on non-consecutive days during the months of July and August, each at one-half the weekly application rate. Average weekly rainfall rates for the District are as follows: January — 0.39" February — 0.46" March — 0.48" April — 0.86" May — 1.00" June-0.63" Item 260. Lime Treatment (Road -Mixed) July — 0.48" October — 0.68" August — 0.47" November — 0.46" September — 0.74" December — 0.37" Apply lime by the "slurry placement" method. Allow the mixture to mellow for a minimum of 4 days after initial mixing. If moderate sulfates are present, or for other extenuating circumstances as determined by the Engineer, allow the mixture to mellow for 7 days after initial mixing. Except as noted below, treat the raw subgrade to a depth of 8". Treat the raw subgrade with lime to a depth of 18" for: • Fills equal to or greater than 18" — soil PI > 39 • Fills <18" — soil PI >29 • All cuts — soil PI > 29 • Any location directed by the Engineer Item 301. Asphalt Antistripping Agent Furnish a liquid antistripping agent unless directed when required by the design. The Engineer will verify the requirement prior to approval of the design. General Notes Sheet I Project Number: STP 2013 (841) Sheet K County: Tarrant Control: 0902-48-775 Highway: Dirks Rd — Phase II retained soil or adjacent structures. Any portion of the temporary shoring left in place must be removed to minimum depth of two (2) feet below the finished subgrade or to four (4) feet below finished ground. Item 416. Drilled Shaft Foundations Stake all foundations, for approval, before beginning drilling operations, as directed. Remove spoils, daily, out of flood plain, or as directed. No spoil material or drilling mud will be allowed to enter into any stream. Stake traffic signal foundation locations and have them approved by the inspector before installation. This will ensure that all luminaires and mast arms are clear of all overhead lines and underground utilities before drilling begins. The signal inspector together with the contractor will calculate the vertical signal head clearance before placing any traffic signal pole foundation. Provide a formed smooth finish for all portions of drill shafts extending above proposed ground. Include cost for this work in the unit bid price for this item. Notify the Inspector 48 hours prior to forming and placing concrete in any unit of all the Signal Pole and Controller Foundations. Do not place concrete without an Inspector present. Failure to inform the Inspector and provide adequate time to arrive on the job site may result in removing and replacing the foundation. Install a 5/8"xl0' copper clad ground rod in each traffic signal pole foundation. The ground rod for each foundation will protrude above the finish grade of the foundation a minimum of 1" and a maximum of 2". Grounding rod and associated grounding conductor for each drill shaft foundation shall be subsidiary to the foundation bid item. Contractor shall use low profile rig for installation of drilled shafts where required. No separate payment shall be made for use of low profile rig. Traffic signal pole and/or illumination pole foundations will be paid for once regardless of extra work caused by obstructions. Concrete removal required for installation of drilled shafts will be subsidiary to Item 416. Item 420. Concrete Structures Provide weepholes at bridge ends in the wingwalls as directed. Concrete for "Interior Bents" will be paid for as a plan quantity. General Notes Sheet K Project Number: STP 2013 (841) Sheet M County: Tarrant Control: 0902-48-775 Highway: Dirks Rd — Phase II Item 427. Surface Finishes for Concrete Unless noted otherwise provide surface I with a rub finish on the bridge. Item 432. Riprap Provide weepholes as directed. Provide Class B Concrete for riprap. The quantities for riprap at the location indicated may be varied to the extent necessary to ensure proper functioning for the purpose intended. All concrete riprap shall be 5" (.42') in thickness, unless otherwise shown in the plans, and shall be reinforced. An 8 inch (.67') by 18 inch (1.5') toewall will be required at the exposed edge of all concrete riprap, unless otherwise directed. Locations and lengths of riprap flumes shown on the plans are approximate. Actual lengths and locations are to be determined in the field. Item 446. Cleaning and Painting Steel Provide a system II paint with a federal standard 595b color as directed by the City. Item 464. Reinforced Concrete Pipe All bends and connections in pipe shall be prefabricated. Item 466. Headwalls and Wingwalls Do not use precast headwalls/wingwalls. Item 496. Removing Structures Prior testing for lead based paint and asbestos containing material has been performed on the steel bridge structure. Lead based paint was determined to be present, however no asbestos containing material was found. All of the paint on the bridge contains some lead. The paint on the actual trestles is currently flaking and contains lead at approximately 5% (well above comparison threshold of 0.5%). The Contractor may elect to remove the paint and collect for disposal prior to removing the structure or manage the paint in place and properly dispose of the structure. General Notes Sheet M Project Number: STP 2013 (841) Sheet 0 County: Tarrant Control: 0902-48-775 Highway: Dirks Rd — Phase II Item 502. Barricades, Signs, and Traffic Handling Permanent signs may be installed when construction in an area is complete and they will not be in conflict with the traffic control plan for the remainder of the job. Existing signs are to remain as long as they do not interfere with construction and they do not conflict with the traffic control plan. Any sign not detailed in the plans but called for in the layout shall be as shown in the current "Standard Highway Sign Designs for Texas". When traffic is obstructed, arrange warning devices in accordance with arrangements indicated in the latest edition of the "Texas Manual on Uniform Traffic Control Devices". Cover or remove any work zone signs when work or condition referenced is not occurring. Item 504. Field Office and Laboratory Furnish the following structures for this project: Type No. Field Lab (Ty. A) 2 Field Office and Lab (Ty. B) Field Office (Ty. C) 1 Field Lab (Ty. D) 1 Furnish a copier and facsimile meeting the requirements of DMS-10101, "Computer Equipment". Furnish the following for the Field Office structure: Item No. Desktop Microcomputer 1 Laptop Microcomputer 1 Printer 1 Internet Service 1 Laptop Microcomputers shall have an Intel Pentium IV (1.5 GHz) processor, or better. Integrated printer/copier/scanner/fax units will be permitted. General Notes Sheet 0 Project Number: STP 2013 (841) County: Tarrant Highway: Dirks Rd — Phase II Sheet Q Control: 0902-48-775 All pavers shall conform to A.S.T.M. C 936(6). Where exposed to vehicular traffic, pavers shall be 3-1/8" thick. In all other areas, pavers shall be a minimum 2-3/8" thick. Provide certification from a professional test laboratory showing that the materials used and fabrication of the pavers meet or exceed these requirements. All pavers shall be free of defects that would interfere with proper placement or impair the strength of performance of the units. Acceptance of pavers which contain minor cracks, incidental to the usual methods of manufacture and shipping or resulting from customary methods of handling and delivery, shall be at the Engineer's discretion. Deliver pavers to the project site on pallets, bound in such a manner as to prevent damage to the product during shipping, handling, and unloading. Furnish flexible base meeting the requirements of Item 247, Type A, Grade 4. Restrain all edges of the paved area. Edge restraints shall be cast -in -place concrete grade beams, 4" wide x 8" deep, or as shown in the plans, or existing sidewalk, curb, or pavement as shown. Use string lines to maintain true pattern lines relative to back of curb, sidewalk, pavement or edge restraint, or as directed. Fill gaps at the perimeter of the paved area with standard edge units or units cut to fit. Cut pavers with a masonry saw, leaving a smooth, clean edge. Pavers which spall along a cut edge will be rejected. Upon completion of construction, sweep and clean the paver surface of all excess sand, soil, foreign material, and/or stains. Items 530 And 531. Intersections, Driveways and Turnouts, and Sidewalks The furnishing and installation of the sand cushion in the proposed sidewalks, sidewalk ramps and driveways will not be paid for directly but shall be considered subsidiary to this bid item. Item 556. Pipe Underdrains Install pipe underdrains at locations shown on the plans or as directed. The unit price bid per linear foot of "pipe underdrain" shall include the cost of making connections to storm drain lines. Furnish Type E filter material for this project conforming to the following gradation (Test TEX- 200-F, Part 1): General Notes Sheet Q Project Number: STP 2013 (841) County: Tarrant Highway: Dirks Rd — Phase II Sheet S Control: 0902-48-775 Complete lighting in the initial stages of construction. Make every effort to keep the jobsite lit for the duration of the project. Do not de -energize existing lighting before new lighting is operation without prior approval. Existing illumination circuits may be located within or adjacent to the project limits. Either verify with the Engineer or supply a video survey to the Engineer of all the lighting in and adjacent to the project limits before beginning work. Ensure that all assemblies operational at the beginning of construction are operational at the completion of the project. This work will be done at the contractor's expense. Item 618. Conduit Use materials from prequalified material producers list as shown on the Texas Department of Transportation (TxDOT) - Construction Division's (CST) materials producers list. Category is "Roadway Illumination and Electrical Supplies." Contractor to furnish and install new conduit and conduit fittings that are UL listed and meet the applicable requirements of NEMA, the NEC, and TxDOT material specification DMS-11030, Conduit. The location of conduits and ground boxes are diagrammatic only and may be shifted to accommodate field conditions as directed. Stationing and offset information have been provided to identify a proposed location for equipment. The Contractor may adjust the location of conduit up to 10 linear feet horizontally to accommodate conflicts with underground utilities or field conditions. Adjustments needed outside of 10 linear feet will need to be approved by the City. Where possible, conduit runs should be straight and placed with a minimum number of bends and/or ground boxes. Bed all PVC conduit placed by open cut in field sand as approved. Secure permission and approval from the proper authority prior to cutting into or removing any sidewalks or curbs for installation of this Item. For conduit placed by trenching in paved areas, the contractor shall cut and restore pavement in accordance with Item 400, Article 400.3.A.1.b, and as shown in the Plans. Cut pavement using only approved saws. Unless otherwise shown on the Plans, the trench shall be backfilled with material equal in composition and density to the surrounding area, and by replacing any surfacing, such as asphalt pavement or concrete riprap, with like material to equivalent condition. When holes are drilled through concrete structures, use a coring device. Do not use masonry or concrete drills. General Notes Sheet S Project Number: STP 2013 (841) County: Tarrant Highway: Dirks Rd — Phase II Sheet U Control: 0902-48-775 For both transformer and shoe -base type illumination poles, provide double -pole breakaway fuse holder as shown on the Texas Department of Transportation (TxDOT) - Construction Division's (CST) materials producers list. Category is "Roadway Illumination and Electrical Supplies." Fuse holder is shown on list under Items 610 & 620. Provide 10 amp time delay fuses. All electrical conductors shall conform to TxDOT material specification DMS 11040, Electrical Conductors. A minimum of five feet of electrical conductor cable length will be included in each run, to provide adequate slack, at each ground box. All insulated conductors shall be color coded in accordance with the National Electrical Code. The neutral conductor shall be white or marked with white tape. White shall not be used for any other conductor. The grounding conductor shall be bare or green. Green shall not be used for any other conductor. All power conductors and communication cables will be color -coded consistently, or permanently labeled, between all connections and splices, to ensure immediate identification. A plastic identification tag with the circuit identification stamped on the tag will be attached to the conductors for each circuit at all junction boxes and ground boxes. The circuit breakers for each circuit will be identified at the service box using plastic identification tags for each breaker. Each circuit will be labeled as shown on the plans. A plastic identification tag with the voltage identification stamped on the tag will be attached to either side of all conduits where multiple power conduits are required in the same conduit run as required per NEC. Only power conductors of the same voltage shall be placed in the same conduit. The labels shall clearly identify the voltage of all power conductors located in that particular conduit. Insulated parts and wire insulation will be insulated to withstand a minimum of 600 volts. Lubricate cables or conductors, with a lubricant generally used for this purpose, when pulling cables or conductors through conduit. All circuits will test clear of faults, grounds, and open circuits. All ungrounded conductors will be continuous, without splices, from service panel point to equipment cabinet foundation. Equipment grounding conductor shall be bonded together in all ground boxes, as per National Electrical Code. General Notes Sheet U Project Number: STP 2013 (841) Sheet W County: Tarrant Control: 0902-48-775 Highway: Dirks Rd — Phase II Item 628. Electrical Services Contact Oncor utility company during the first three weeks of the project lead-time period to allow adequate time for any necessary utility adjustments, transformer installation, etc. Blast clean service pole pedestals with Class "A" blast cleaning as defined in Item 446. This work will not be paid for directly, but is subsidiary to this Item. Label the service enclosures indicating service address as well as all required information as shown on the Electrical Detail (ED) standard sheets. Labeling shall be silk screening or other acceptable method. This work will not be paid for directly, but is subsidiary to this Item. When concrete for service pole foundations is required, use Class A in accordance with Item 421, "Hydraulic Cement Concrete", except consider the concrete subsidiary to Item 628 for payment purposes. When reinforcing steel for service pole foundations is required, it will be in accordance with Item 440,"Reinforcing Steel", except consider the steel subsidiary to Item 628 for payment purposes. Use only white insulated wire for neutral wire. All roadway illumination circuits are 240/480V/3 wire with the roadway luminaires operating at 480V. All roadway illumination circuit breakers are 2-pole. Bill the electrical service power usage for the illumination to the City. Place a decal stating "DANGER/HIGH VOLTAGE" on the door of the service assembly enclosure. The size of the decal and lettering shall be as outlined in the current TxDOT electrical detail (ED) standard sheets. Item 644. Small Roadside Sign Supports and Assemblies Where posts must be replaced, the lengths of the replacement posts for ground mounted signs are approximate. Verify the post lengths to meet the existing field conditions prior to ordering these materials. Conform to the minimum mounting heights shown in the plans. Labor and materials for this work shall be considered subsidiary to Items 644. Installation and/or removal of signs located near any overhead or underground electrical lines shall be accomplished using established industry and utility safety practices. The contractor shall consult with the appropriate utility company prior to beginning such work. For back-to-back sign mountings, adjust punch spacing for signs mounted back-to-back as required when different than shown on the standard detail sheets. Any required adjustment is considered subsidiary to this Item. General Notes Sheet W Project Number: STP 2013 (841) County: Tarrant Highway: Dirks Rd — Phase II Sheet Y Control: 0902-48-775 1. Notify the City at 817-370-6505 one week before beginning any work involving traffic signals. 2. Provide submittal literature for all traffic signal equipment before installation. 3. Furnish, and install all required materials, incidentals and any equipment necessary to make a fully operational traffic signal. The existing controller is to remain, and the proposed traffic signal shall use the existing power supply, the existing controller cabinet, and other existing items noted on the plans. 4. Provide vibration dampers for proposed mast arms 28 feet long and longer. Use dampers 18"x48" for arms up to 48 feet long, and 16"x 66" for longer mast arms. Install using Astro- sign Brae, Signfix aluminum channel, or equal, at a maximum of 3 feet from the end of the mast arm. 5. Provide a qualified technician on the project site to place the traffic signals in full operation. 6. Where work requires the removal of power from the controller and cabinet assembly, erect temporary stop sign panels. Remove the stop sign panels after the traffic signals are in operation. 7. Connect all field wiring to the controller assembly. The City will assist in determining how the detection cables are to be connected, and will also program the controller for operation, hook up the malfunction management unit (MMU) or conflict monitor, detector units, and other equipment, and turn on the controller. 8. VIVDS Zones Setup: The signal technicians from the City Signal Shop are responsible for the set-up of video imaging vehicle detection. Contact Mr. Ken Brock with the City Signal Shop at 817-392-8775 to coordinate a suitable meeting time to verify proper camera locations in accordance with the VDZ(1)-05(FTW) sheet. At this time, the City Signal Shop begins their one -week inspection. Any discrepancies they find shall be corrected and/or repaired. Upon the satisfactory completion of repairs or corrections, the signals shall operate in a flashing mode for two or three days prior to the beginning of the test period for full signal operation. A single camera, placed at the proper mounting height with the proper lens, must be able to monitor up to and including five (5) traffic lanes simultaneously. Detection accuracy must include the presence of any vehicle in the defined detection zone regardless of the lane, which the vehicle is occupying. Occlusion produced by vehicles in the same or adjacent lanes must not be considered a failure of the VIVDS processor unit, but a limitation of the camera placement. A minimum of 95% detection accuracy must be enforced for the entire design field of view on a lane by lane and on a time period basis. General Notes Sheet Y Project Number: STP 2013 (841) Sheet AA County: Tarrant Control: 0902-48-775 Highway: Dirks Rd — Phase II Item 681. Temporary Traffic Signals Requirements for this Item include the following work, all of which are subsidiary to this Item: 1. Furnish and install miscellaneous items essential for complete temporary signal installation as shown in the plans and specifications. 2. Furnish and mount the temporary polycarbonate signal heads with LED's horizontally, unless otherwise shown on the plans. 3. Re -guy signal heads and re -strap the cable after making adjustments to head locations. Accomplish relocation of signal heads for a phase change during the same day. 4. Bottom tether cable for signal heads and signs will be required. 5. Provide submittal literature for all traffic signal equipment before installation. 6. Responsibility for the setting and maintaining the signal timing and phasing will be with the Contractor. 7. Repair any malfunctions to signal equipment supplied for the project. Provide a local telephone number, not subject to frequent changes and available to receive calls on a 24-hour basis. Respond to reported calls within a reasonable travel time, (i.e. from a Dallas address), but not more than 2 hours maximum. Make appropriate repairs within 24 hours. Place a logbook in each controller cabinet and keep a record of each trouble call reported. Notify the Construction Engineer of each trouble call. The error log in the conflict monitor shall not be cleared during the thirty -day test period without approval. 8. If it is necessary to replace equipment, such as a controller, in order to return the signals to normal operation, the City will replace the equipment with loaned equipment until the original equipment is repaired and then replaced. Item 682. Vehicle and Pedestrian Signal Heads Install signal head attachments so that the wiring to each signal head passes from the mast arm through the attachment hardware to the signal head. Do not leave cable or wiring exposed. Provide signal head attachments that allow for adjustment about the horizontal and vertical axis. Provide aluminum signal heads and aluminum tubing in the following color: Federal Yellow #13538 of Federal Standard 595. Provide back plates, louvers, and the inside of visors with a flat black finish. Provide vented back plates for all traffic signal heads. General Notes Sheet AA Project Number: STP 2013 (841) County: Tarrant Highway: Dirks Rd — Phase II Sheet CC Control: 0902-48-775 Mark pole shafts and mast arms with the identification numbers from the plans to facilitate field - assembly. Identify pole shafts and mast arms by intersection for projects with multiple intersections. Provide nuts on top and bottom (double nuts) of the base plate as shown on the plans. Set anchor bolts for mast arm signal poles and strain poles so that two are in tension and two are in compression. Obtain approval of anchor bolt placement before placing concrete. Provide vertical clearance of 17 to 19 feet from the roadway to the lowest point of the signal head or mast arm. Place signal heads 40 feet minimum and 180 feet maximum from the stop line. If the nearest signal is more than 180 feet from the stop line, place a supplemental near -side signal head. Determine the field measurements and elevations from the actual field location of the poles, considering all above and below ground utilities and existing roadway elevations. Provide vibration dampers for mast arms 28 feet to 48 feet in length. Install as shown on MA- DPD-12. Provide all signal poles from the same manufacturer. For poles where luminaires are to be installed, provide 10 amp time delay fuses. Use materials from the prequalified material producer lists as shown on the Texas Department of Transportation (TxDOT) material producer list (MPL). Category is "Roadway Illumination and Electrical Supplies." Item 3267. Dense Graded Hot Mix Asphalt (Method) Target laboratory molded density is 97.0%. Provide a PG76-22 asphalt for the surface course. Provide a PG64-22 asphalt for the base course. Provide a PG64-22 asphalt for the concrete underlayment course. The Hamburg Wheel Test Requirements per Table 6 are reduced by 5,000 passes for each binder grade. Furnish a CSS-tP with greater than 50% asphalt residue for the tack coat on this project. Dilution of the tack coat is not allowed. General Notes Sheet CC Project Number: STP 2013 (841) County: Tarrant Highway: Dirks Rd — Phase II LIST OF MATERIAL/LABOR SUBSIDIARY TO ITEM 680 DESCRIPTION Sheet EE Control: 0902-48-775 UNIT QUANTITY 250W HPS LUMINAIRE EA 2 INSTALL REGULATORY SIGN PANEL (R10-12,ETC) EA 2 INSTALL SINGLE STREET NAME SIGN PANEL EA 2 LIST OF MATERIAL/LABOR SUBSIDIARY TO ITEM 681 DESCRIPTION UNIT QUANTITY CABLE STRAPS EA 2,000 3/8 INCH ZINC -COATED STRANDED STEEL CABLE LF 1,000 1/4 INCH ZINC -COATED STRANDED STEEL CABLE LF 600 GROUND ANCHORS EA 5 YELLOW PLASTIC GUY GUARD EA 5 DOUBLE EYE ANCHOR ROD EA 5 3 INCH WEATHERHEAD EA 1 INSTALL REGULATORY SIGN PANEL (R10-12,ETC) EA 1 INSTALL SINGLE STREET NAME SIGN PANEL EA LIST OF MATERIAL FURNISHED BY THE CITY DESCRIPTION REGULATORY SIGN PANEL (R10-12,ETC) SINGLE STREET NAME SIGN PANEL Item 6834. Portable Changeable Message Signs 2 UNIT QUANTITY EA 2 EA 2 All portable changeable message signs and arrow panels are to be provided with a photoelectric device to allow for automatic dimming of operations to approximately 50% of their normal brightness when ambient light drops to approximately five footcandles, and then increase back again for daytime operations. Two electronic portable changeable message sign unit(s) will be required. Individual or collective use of signs will be required by Engineer when deemed necessary to supplement the traffic control plan. General Notes Sheet EE TxDOT Specifications List CSJ: 0902 48 775 Page 1 of 5 Texas Department of Transportation Governing Specifications and Special Provisions All Specifications and Special Provisions Applicable to this project are identified as follows: Standard Specifications: Adopted by the Texas Department of Transportation, June 1, 2004. Standard Specifications are incorporated into the contract by reference: required contract provisions for all federal - aid construction contracts (Form FHWA 1273 May 1, 2012). Standard Specifications: Items 1 Thru Item 100 Item 104 Item 105 Item 110 Item 132 Item 161 Item 162 Item 164 Item 168 Item 247 Item 260 Item 310 Item 360 Item 400 Item 402 Item 403 Item 416 Item 420 Item 423 Item 432 Item 442 Item 450 Item 458 Item 462 Item 464 Item 465 Item 466 Item 476 Item 496 9 General Requirements and Covenants Preparing Right of Way (103) Removing Concrete Removing Stabilized Base and Asphalt Pavement Excavation (132) Embankment (100) (204) (210) (216) (400) Compost Sodding for Erosion Control (166)(168) Seeding for Erosion Control (162) (166) (168) Vegetative Watering Flexible Base Lime Treatment (Road -Mixed) (105) (132) (204) (210) (300) (310) (520) Prime Coat (300) (316) Concrete Pavement (300) (420) (421) (438) (440) (529) (585) Excavation and Backfill for Structures (132) (401) (420) (421) Trench Excavation Protection Temporary Special Shoring (423) Drilled Shaft Foundations (420) (421) (440) (448) Concrete Structures (420) (421) (427) (438) (440) (441) (448) Retaining Walls (110) (132) (400) (420) (421) (424) (440) (445) (458) (556) Riprap (420) (421) (427) (440) Metal for Structures (441) (446) (447) (448) Railing (420) (421) (440) (441) (442) (445) (448) (449) Waterproofing Membranes for Structures Concrete Box Culverts and Storm Drains (400) (420) (421) (424) (440) (464) Reinforced Concrete Pipe (400) (476) Manholes and Inlets (400) (420) (421) (440) (471) Headwalls and Wingwalls (400) (420) (421) (440) Jacking, Boring, or Tunneling Pipe or Box (464) Removing Structures 1 TxDOT Specifications List CSJ: 0902 48 775 Page 3 of 5 000---006 Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 000---009 Certification of Nondiscrimination in Employment 000---011 Department Division Mailing and Physical Addresses 000---1483 Notice of Changes to U.S. Department of Labor Required Payroll Information 000---1676 On -the -Job Training Program 000---1966 Disadvantaged Business Enterprise in Federal Aid Contracts 000---2329 Partnering 000---2332 Schedule of Liquidated Damages 000---2607 Nondiscrimination 000---2711 Important Notice to Contractors 000---2813 Important Notice to Contractors 001---015 Definition of Terms 002---017 Instructions to Bidders 003---033 Award and Execution of Contract 004---017 Scope of Work 005---004 Control of the Work 006---023 Control of Materials 006---047 Control of Materials 007---918 Legal Relations and Responsibilities 008---119 Prosecution and Progress 009---009 Measurement and Payment 009---015 Measurement and Payment 100---002 Preparing Right of Way 132---005 Embankment 161---006 Compost 164---004 Seeding for Erosion Control 166---001 Fertilizer 247---033 Flexible Base 260---003 Lime Treatment (Road -Mixed) 275---003 Cement Treatment (Road -Mixed) 300---031 Asphalt, Oils, and Emulsions 300---039 Asphalt, Oils, and Emulsions 300---046 Asphalt, Oils, and Emulsions 302---010 Aggregates for Surface Treatments 316---016 Surface Treatment 318---010 Hot Asphalt -Rubber Surface Treatments 330---001 Limestone Rock Asphalt Pavement 360---007 Concrete Pavement 400---004 Excavation and Backfill for Structures 416---001 Drilled Shaft Foundations 3 TxDOT Specifications List CSJ: 0902 48 775 Page 5 of 5 6834---002 Portable Changeable Message Sign Special Specifications: 2012 Quality Compaction Using Intelligent Compaction Rollers 2120 City of Fort Worth Water Utilities 2126 Ballasted Track Construction 3267 Dense -Graded Hot -Mix Asphalt (Small Quantity) 4025 Deck Drains 5049 Biodegradable Erosion Control Logs 6007 Removing Traffic Signals 6266 Video Imaging Vehicle Detection System 6834 Portable Changeable Message Sign 8206 LED Countdown Pedestrian Signal Module USDOT Special Provisions: Required Contract Provisions Federal Aid Construction Contracts (FHWA-1273)-May 1, 2012 5 2004 Specifications SPECIAL PROVISION 000---003 Notice to All Bidders To report bid rigging activities call: 1-800-424-9071 The U.S. Department of Transportation (DOT) operates the above toll -free "hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of the DOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the DOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. 1-1 000---003 05-04 d. A contractor or subcontractor will be considered in compliance with these provisions by participation in the Texas Highway -Heavy Branch, AGC, Statewide Training and Affirmative Action Plan. Provided that each contractor or subcontractor participating in this plan must individually comply with the equal opportunity clause set forth in 41 CFR 60-1.4 and must make a good faith effort to achieve the goals set forth for each participating trade in the plan in which it has employees. The overall good performance of other contractors and subcontractors toward a goal in an approved plan does not excuse any covered contractor's or subcontractor's failure to make good faith efforts to achieve the goals contained in these provisions. Contractors or subcontractors participating in the plan must be able to demonstrate their participation and document their compliance with the provisions of this Plan. 3. Subcontracting. The Contractor shall provide written notification to the Department within 10 working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation pending concurrence of the Department in the award. The notification shall list the names, address and telephone number of the subcontractor; employer identification number; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. 4. Covered Area. As used in this special provision, and in the contract resulting from this solicitation, the geographical area covered by these goals for female participation is the State of Texas. The geographical area covered by these goals for other minorities are the counties in the State of Texas as indicated in Table 1. 5. Reports. The Contractor is hereby notified that he may be subject to the Office of Federal Contract Compliance Programs (OFCCP) reporting and record keeping requirements as provided for under Executive Order 11246 as amended. OFCCP will provide direct notice to the Contractor as to the specific reporting requirements that he will be expected to fulfill. 2-5 000---004 05-04 Goals for Minority Goals for Minority County Participation County Participation Hale 19.5 Lavaca 27.4 Hall 11.0 Lee 24.2 Hamilton 18.6 Leon 27.4 Hansford 11.0 Liberty 27.3 Hardeman 11.0 Limestone 18.6 Hardin 22.6 Lipscomb 11.0 Harris 27.3 Live Oak 44.2 Harrison 22.8 Llano 24.2 Hartley 11.0 Loving 18.9 Haskell 10.9 Lubbock 19.6 Hays 24.1 Lynn 19.5 Hemphill 11.0 Madison 27.4 Henderson 22.5 Marion 22.5 Hidalgo 72.8 Martin 18.9 Hill 18.6 Mason 20.0 Hockley 19.5 Matagorda 27.4 Hood 18.2 Maverick 49.4 Hopkins 17.2 McCulloch 20.0 Houston 22.5 McLennan 20.7 Howard 18.9 McMullen 49.4 Hudspeth 49.0 Medina 49.4 Hunt 17.2 Menard 20.0 Hutchinson 11.0 Midland 19.1 Irion 20.0 Milam 18.6 Jack 17.2 Mills 18.6 Jackson 27.4 Mitchell 10.9 Jasper 22.6 Montague 17.2 Jeff Davis 49.0 Montgomery 27.3 Jefferson 22.6 Moore 11.0 Jim Hogg 49.4 Morris 20.2 Jim Wells 44.2 Motley 19.5 Johnson 18.2 Nacogdoches 22.5 Jones 11.6 Navarro 17.2 Karnes 49.4 Newton 22.6 Kaufman 18.2 Nolan 10.9 Kendall 49.4 Nueces 41.7 Kenedy 44.2 Ochiltree 11.0 Kent 10.9 Oldham 11.0 Kerr 49.4 Orange 22.6 Kimble 20.0 Palo Pinto 17.2 King 19.5 Panola 22.5 Kinney 49.4 Parker 18.2 Kleberg 44.2 Parmer 11.0 Knox 10.9 Pecos 18.9 Lamar 20.2 Polk 27.4 Lamb 19.5 Potter 9.3 Lampasas 18.6 Presidio 49.0 LaSalle 49.4 Rains 17.2 4-5 000---004 05-04 2004 Specifications SPECIAL PROVISION 000---006 Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 1. As used in these specifications: a. "Covered area" means the geographical area described in the solicitation from which this contract resulted; b. "Director" means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. "Employer identification number" means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941. d. "Minority" includes: (i) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin); (ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race); (iii) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and (iv) American Indian or Alaskan Native (all persons having origins in any of the original peoples of North American and maintaining identifiable tribal affiliations through membership and participation or community identification). 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U. S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its 1-6 000---006 05-04 c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off -the -street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral Process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and Collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with onsite supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. g• h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. Direct its recruitment efforts, both oral and written, to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of 3-6 000---006 05-04 minority and non -minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. Nondiscrimination programs require that Federal -aid recipients, subrecipients, and contractors prevent discrimination and ensure nondiscrimination in all of their programs and activities, whether those programs and activities are federally funded or not. The factors prohibited from serving as a basis for action or inaction which discriminates include race, color, national origin, sex, age, and handicap/disability. The efforts to prevent discrimination must address, but not be limited to a program's impacts, access, benefits, participation, treatment, services, contracting opportunities, training opportunities, investigations of complaints, allocations of funds, prioritization of projects, and the functions of right-of-way, research, planning, and design. 11. The Contractor shall not enter into any Subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Government and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). 5-6 000---006 05-04 2004 Specifications SPECIAL PROVISION 000---009 Certification of Nondiscrimination in Employment By signing this proposal, the bidder certifies that he has participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114, or 11246, or if he has not participated in a previous contract of this type, or if he has had previous contract or subcontracts and has not filed, he will file with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b)(1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b)(1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U. S. Department of Labor. 1-1 000---009 04-04 Division/Section Name U.S. Post Office Address Physical Address Maintenance Division Maintenance Section Vegetation Management Section Traffic Operations Division Traffic Operations Division Traffic Engineering Traffic Management -ITS Branch Traffic Management- Signal/Radio Branch Texas Department of Transportation Maintenance Division Maintenance Section 125 E 11th Street Austin, TX 78701 Texas Department of Transportation Maintenance Division Vegetation Management Section 125 E 1 1th Street Austin, TX 78701 Texas Department of Transportation Traffic Operations Division 125 E 11th Street Austin TX 78701 Texas Department of Transportation Traffic Operations Division Traffic Engineering Section 125 E 11 th Street Austin TX 78701 Texas Department of Transportation Traffic Operations Division Traffic Management Section 125 E 11 `h Street Austin TX 78701 Texas Department of Transportation Traffic Operations Division Traffic Management Section- Signal/Radio Branch 125 E 11 `" Street Austin TX 78701 2-2 Maintenance Division Maintenance Section 150 East Riverside Drive Fourth Floor, North Tower Austin, TX 78704 (512) 416-3185 Maintenance Division Vegetation Management Section 150 East Riverside Drive Fourth Floor, North Tower Austin, TX 78704 (512) 416-3093 Texas Department of Transportation Traffic Operations Division 200 E. Riverside Bldg. 118 Austin, Texas 78704 512-416-3200 Texas Department of Transportation Traffic Operations Division Traffic Engineering Section 200 E. Riverside Bldg. 118 Austin, Texas 78704 (512) 416-3118 Texas Department of Transportation Traffic Operations Division Traffic Management Section Cedar Park Campus, Bldg. 51 9500 Lake Creek Parkway Austin, TX 78717 512-506-5100 Texas Department of Transportation Traffic Operations Division Traffic Management Section- Signal/Radio Branch Cedar Park Campus, Bldg. 51 9500 Lake Creek Parkway Austin, TX 78717 512-506-5100 000---011 09-04 2004 Specifications SPECIAL PROVISION 000--1676 On -the -Job Training Program 1. Description. The primary objective of this Special Provision is the training and advancement of minorities, women and economically disadvantaged persons toward journeyworker status. Accordingly, make every effort to enroll minority, women and economically disadvantaged persons to the extent that such persons are available within a reasonable area of recruitment. This training commitment is not intended, and shall not be used to discriminate against any applicant for training, whether or not he/she is a member of a minority group. 2. Trainee Assignment. Training assignments are determined based on the past contract volume of federal -aid work performed with the Department. Contractors meeting the selection criteria will be notified of their training assignment at the beginning of the reporting year by the Department's Office of Civil Rights. 3. Program Requirements. Fulfill all of the requirements of the On -the -Job Training Program including the maintenance of records and submittal of periodic reports documenting program performance. Trainees shall be paid at least 60% of the appropriate minimum journeyworker's rate specified in the contract for the first half of the training period, 75% for the third quarter and 90% for the last quarter, respectively. Contractors may be reimbursed $0.80 per training hour at no additional cost to the Department. 4. Compliance. The Contractor will have fulfilled the contractual responsibilities by having provided acceptable training to the number of trainees specified in their goal assignment. Noncompliance may be cause for corrective and appropriate measures pursuant to Article 8.6., "Abandonment of Work or Default of Contract," which may be used to comply with the sanctions for noncompliance pursuant to 23 CFR Part 230. 1-1 000--1676 07-09 J. excluding national holidays, from receipt of the information outlined in this Special Provision under Section 1.A.3, "Contractor's Responsibilities." If the requirements of Section 1.A.3 are met, the conditional situation will be removed and the contract will be forwarded to the Contractor for execution. 2. Definitions. a. "Broker" is an intermediary or middleman that does not take possession of a commodity or act as a regular dealer selling to the public. b. "Disadvantaged Business Enterprise" or "DBE" is defined in the standard specifications, Article 1, Definition of Terms. c. "DBE Joint Venture" means an association of a DBE firm and 1 or more other firm(s) to carry out a single business enterprise for profit for which purpose they combine their property, capital, efforts, skills and knowledge, and in which the DBE is responsible for a distinct, clearly defined portion of the work of the contract and whose share in the capital contribution, control, management, risks, and profits of the joint venture are commensurate with its ownership interest. d. "DOT" means the U.S. Department of Transportation, including the Office of the Secretary, the Federal Highway Administration (FHWA), the Federal Transit Administration (FTA), and the Federal Aviation Administration (FAA). e. "Federal Aid Contract" is any contract between the Texas Department of Transportation and a Contractor which is paid for in whole or in part with DOT financial assistance. f. "Good Faith Effort" means efforts to achieve a DBE goal or other requirement of this Special Provision which, by their scope, intensity, and appropriateness to the objective, can reasonably be expected to fulfill the program requirement. "Manufacturer" is a firm that operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the contract and of the general character described by the specifications." g• h. "Race -conscious" means a measure or program that is focused specifically on assisting only DBEs, including women -owned businesses. i. "Race -neutral DBE Participation" means any participation by a DBE through customary competitive procurement procedures. "Regular Dealer" is a firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials, supplies, articles or equipment of the general character described by the specifications and required under the contract are bought, kept in stock, and regularly sold or leased to the public in the usual course of business. To be a regular dealer, the firm must be an established, regular business that engages in, as its principal business and under its own name, the purchase and sale or lease of the products in question. 2-11 000--1966 06-10 • Selecting portions of the work to be performed by DBEs in order to increase the likelihood that the DBE goals will be achieved. This includes, where appropriate, breaking out contract work items into economically feasible units to facilitate DBE participation, even when the Contractor might otherwise prefer to perform the work items with its own forces. • Providing interested DBEs with adequate information about the plans, specifications, and requirements of the contract in a timely manner to assist them in responding to a solicitation. • Negotiating in good faith with interested DBEs to make a portion of the work available to DBE subcontractors and suppliers and select those portions of the work or material needs consistent with the available DBE subcontractors and suppliers, so as to facilitate DBE participation. Evidence of such negotiations includes the names, addresses, and telephone numbers of DBEs that were considered; a description of the information provided regarding the plans and specifications for the work selected for subcontracting; and evidence as to why additional agreements could not be reached for DBEs to perform the work. • A Bidder using good business judgment would consider a number of factors in negotiating with subcontractors, including DBE subcontractors, and would take a firm price and capabilities as well as contract goals into consideration. However, the fact that there may be some additional cost involved in finding and using DBEs is not in itself sufficient reason for a bidders failure to meet the Contract DBE goal as long as such cost are reasonable. Also, the ability or desire of the Contractor to perform the work of the Contract with its own organization does not relieve the Bidder of the responsibility to make good faith effort. Contractors are not, however, required to accept higher quotes from DBEs if the price difference is excessive or unreasonable. • Not rejecting DBEs as being unqualified without sound reasons based on a thorough investigation of their capabilities. The Contractor's standing within its industry, membership in specific groups, organizations, or associations and political or social affiliations (for example union vs. non- union employee status) are not legitimate cause for the rejection or non - solicitation of bids and the Contractors efforts to meet the project goal. • Making efforts to assist interested DBEs in obtaining bonding, lines of credit, or insurance as required by the recipient or Contractor. • Making efforts to assist interested DBEs in obtaining necessary equipment, supplies, materials, or related assistance or services. • Effectively using the services of available minority/women community organizations; minority/women Contractors' groups; local, state, and Federal minority/women business assistance offices; and other organizations as allowed on a case -by -case basis to provide assistance in the recruitment and placement of DBEs. 4-11 000--1966 06-10 c. Only DBE firms certified at the time commitments are submitted are eligible to be used in the information furnished by the Contractor as required under Section 1.A.3.a. and 3.g. above. For purposes of the DBE goal on this project, DBEs will only be allowed to perform work in the categories of work for which they are certified. d. Only DBE firms certified at the time of execution of a contract/subcontract/purchase order, are eligible for DBE goal participation. 5. Determination of DBE Participation. When a DBE participates in a contract, only the values of the work actually performed by the DBE, as referenced below, shall be counted by the prime contractor toward DBE goals: a. The total amount paid to the DBE for work performed with his/her own forces is counted toward the DBE goal. When a DBE subcontracts part of the work of its contract to another firm, the value of the subcontracted work may be counted toward DBE goals only if the subcontractor is itself a DBE. Work that a DBE subcontracts to a non -DBE firm does not count toward DBE goals. b. A Contractor may count toward its DBE goal a portion of the total value of the contract amount paid to a DBE joint venture equal to the distinct, clearly defined portion of the work of the contract performed by the DBE. (1) A Contractor may count toward its DBE goal only expenditures to DBEs that perform a commercially useful function (CUF) in the work of a contract or purchase order. A DBE is considered to perform a CUF when it is responsible for execution of the work of the contract and is carrying out its responsibilities by actually perfoiiiiing, managing, and supervising the work involved. To perform a CUF, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material, and installing (where applicable) and paying for the material itself. In accordance with 49 CFR Part 26, Appendix A, guidance concerning Good Faith Efforts, contractors may make efforts to assist interested DBEs in obtaining necessary equipment, supplies, materials, or related assistance or services. Contractors may not however, negotiate the price of materials or supplies used on the contract by the DBE, nor may they determine quality and quantity, order the materials themselves, nor install the materials (where applicable), or pay for the material themselves. Contractors however, may share the quotations they receive from the material supplier with the DBE firm, so that the DBE firm may negotiate a reasonable price with the material supplier. In all cases, prime or other non -DBE subcontractor assistance will not be credited toward the DBE goal. 6-11 000--1966 06-10 c. A Contractor may count toward its DBE goals expenditures for materials and supplies obtained from a DBE manufacturer, provided that the DBE assumes the actual and contractual responsibility for the materials and supplies. Count expenditures with DBEs for materials or supplies toward DBE goals as provided in the following: (1) If the materials or supplies are obtained from a DBE manufacturer, count 100% of the cost of the materials or supplies toward DBE goals. (Definition of a DBE manufacturer found at 1A.c.(1) of this provision.) For purposes of this Section (1.A.c.(1)), a manufacturer is a firm that operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the contract and of the general character described by the specifications. (2) If the materials or supplies are purchased from a DBE regular dealer, count 60% of the cost of the materials or supplies toward DBE goals. (3) For purposes of this Section (1.A.5.c.(2)), a regular dealer is a firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials, supplies, articles or equipment of the general character described by the specifications and required under the contract are bought, kept in stock, and regularly sold or leased to the public in the usual course of business: (A) To be a regular dealer, the firm must be an established, regular business that engages, as its principal business and under its own name, in the purchase and sale or lease of the products in question. (B) A person may be a regular dealer in such bulk items as petroleum products, steel, cement, gravel, stone or asphalt without owning, operating, or maintaining a place of business as provided in the first paragraph under Section 1.A.5.c.(2), if the person both owns and operates distribution equipment for the products. Any supplementing of regular dealers' own distribution equipment shall be by a long-term lease agreement and not on an ad hoc or contract -by -contract basis. (C) Packagers, brokers, manufacturers' representatives, or other persons who arrange or expedite transactions are not regular dealers within the meaning of Section 1.A.5.c.(2). With respect to materials or supplies purchased from DBE which is neither a manufacturer nor a regular dealer, count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on a job site, toward DBE goals, provided you determine the fees to be reasonable and not excessive as compared with fees customarily allowed for similar services. 8-11 000--1966 06-10 The original final report must be submitted to the OCR and a copy must be submitted to the Area Engineer. These forms may be obtained from the Department or may be reproduced by the Contractor. The Department may verify the amounts being reported as paid to DBEs by requesting copies of cancelled checks paid to DBEs on a random basis. Cancelled checks and invoices should reference the Department's project number. b. DBE subcontractors and/or material suppliers should be identified on the monthly report by Vendor Number, name, and the amount of actual payment made to each during the monthly period. Negative reports are required when no activity has occurred in a monthly period. c. All such records must be retained for a period of 3 years following completion of the contract work, and shall be available at reasonable times and places for inspection by authorized representatives of the Department or the DOT. Provide copies of subcontracts or agreements and other documentation upon request. d. Prior to receiving final payment, the Contractor shall submit Form SMS.4904, "DBE Final Report". If the DBE goal requirement is not met, documentation supporting Good Faith Efforts, as outlined in Section 1.A.3.c of this Special Provision, must be submitted with the "DBE Final Report." e. Provide a certification of prompt payment in accordance with the Department's prompt payment procedure to certify that all subcontractors and suppliers were paid from the previous months payments and retainage was released for those whose work is complete. Submit the completed form each month and the month following the month when final acceptance occurred at the end of the project. 7. Compliance of Contractor. To ensure that DBE requirements of this DOT assisted contract are complied with, the Department will monitor the Contractor's efforts to involve DBEs during the performance of this contract. This will be accomplished by a review of monthly reports submitted to the Area Engineer by the Contractor indicating his progress in achieving the DBE contract goal, and by compliance reviews conducted on the project site by the Department. The Contractor shall receive credit toward the DBE goal based on actual payments to the DBE subcontractor. The Contractor shall notify the Area Engineer if he/she withholds or reduces payment to any DBE subcontractor. The Contractor shall submit an affidavit detailing the DBE subcontract payments prior to receiving final payment for the contract. Contractors' requests for substitutions of DBE subcontractors shall be accompanied by a detailed explanation which should substantiate the need for a substitution. The Contractor may not be allowed to count work on those items being substituted toward the DBE goal prior to approval of the substitution from the Department. 10-11 000--1966 06-10 2004 Specifications SPECIAL PROVISION 000--2329 Partnering 1. General. It is the intent of this provision to promote an environment of trust, mutual respect, integrity, and fair -dealing between the Department and the Contractor. 2. Definitions. A. Informal Partnering. Partnering that does not make use of a facilitator. B. Formal Partnering. Partnering where the services of a facilitator (internal or external) are utilized. 3. Procedures for Partnering Meetings and Format. Informal Partnering is required for this project, unless Formal Partnering is mutually agreed to in lieu of the Informal Partnering. Facilitators. The facilitator is to act as a neutral party seeking to initiate cooperative working relationships. This individual must have the technical knowledge and ability to lead and guide discussions. Choose either an internal or external facilitator. The facilitator must be acceptable to the Engineer. (1) Internal Facilitators. A Department or Contractor internal (staff) facilitator may be selected as the facilitator at no additional cost to either party. (2) External Facilitators. A private firm or individual that is independent of the Contractor and the Department may be selected as the facilitator. Submit the facilitator's name and estimated fees for approval prior to contracting with the facilitator. Meetings and Arrangements. Coordinate with the Engineer for meeting dates and times, locations including third party facilities, and other needs and appurtenances including but not limited to audio/visual equipment. Make all meeting arrangements for Formal Partnering. Use Department facilities or facilities in the vicinity of the project if available. Submit the estimated meeting costs for approval prior to finalizing arrangements. Coordinate facilitator discussions prior to the partnering meeting to allow the facilitator time to prepare an appropriate agenda. Prepare a list of attendees with job titles and include critical contractor, subcontractor, and supplier staff in the list. Provide the facilitator the list of attendees and invite the attendees listed. The Department will invite and provide a list of attendees that includes but is not limited to Department, City, County, law enforcement, railroad, and utility representatives. Participate in additional partnering meetings as mutually agreed. 1-2 000--2329 08-11 2004 Specifications SPECIAL PROVISION 000--2332 Schedule of Liquidated Damages Dollar Amount of Daily For Dollar Amount of Original Contract Contract Administration Liquidated From More Than To and Including Damages per Working Day 0 100,000 570 100,000 500,000 590 500,000 1,000,000 610 1,000,000 1,500,000 685 1,500,000 3,000,000 785 3,000,000 5,000,000 970 5,000,000 10,000,000 1125 10,000,000 20,000,000 1285 20,000,000 Over 20,000,000 2590 1-1 000--2332 08-11 (4) Information and Reports: The contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Recipient or the Texas Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the Recipient, or the Texas Department of Transportation as appropriate, and shall set forth what efforts it has made to obtain the information. (5) Sanctions for Noncompliance: In the event of the contractor's noncompliance with the nondiscrimination provisions of this contract, the Recipient shall impose such contract sanctions as it or the Texas Department of Transportation may determine to be appropriate, including, but not limited to: (a) withholding of payments to the contractor under the contract until the contractor complies, and/or (b) cancellation, termination or suspension of the contract, in whole or in part. (6) Incorporation of Provisions: The contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Recipient or the Texas Department of Transportation may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Recipient to enter into such litigation to protect the interests of the Recipient, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. 2-2 000---2607 01-13 2004 Specifications CSJ: 0902-48-775 SPECIAL PROVISION 000--2813 IMPORTANT NOTICE TO CONTRACTORS As of September 11, 2013, utilities and right of way within the project limits have not been cleared. The Department anticipates clearance by the dates listed below. Unless otherwise stated, clearance of these obstructions will be performed by their owners. Estimated clearance dates are not anticipated to interfere with the Contractor's operations. In the event the clearance dates are not met, requests for additional compensation or time will be made in accordance with the standard specifications. The Contractor is invited to review the mapped information of obstructions on file with the Engineer. OUTSTANDING UTILITIES UTILITY OWNER UTILITY DESCRIPTION ESTIMATED COMPLETION DATE Oncor Electric November 30, 2013 Atmos Gas November 30, 2013 OUTSTANDING' RIGHT OF WAY PARCELS PARCEL NO. DESCRIPTION ESTIMATED ACQUISITION DATE 1TC-PT3 Temporary Construction Easement November 30, 2013 1PS Permanent Slop and Drainage Easement November 30, 2013 1-1 000--2813 09-13 • a family member of an officer, director, or stockholder of one firm serves in a similar capacity in another of the firms; • an individual who has an interest in, or controls a part of, one firm either directly or indirectly also has an interest in, or controls a part of, another of the firms; • the firms are so closely connected or associated that one of the firms, either directly or indirectly, controls or has the power to control another firm; • one firm controls or has the power to control another of the firms; or, • the firms are closely allied through an established course of dealings, including but not limited to the lending of financial assistance. 1.151. Bid. The offer of the bidder for performing the work described in the plans and specifications including any changes made by addenda. 1.152. Bid Guaranty. The security furnished by the bidder as a guaranty that the bidder will enter into a contract if awarded. 1.153. Electronic Bid Form. The bid form contained in the Department's Electronic Bidding System. 1.154. Electronic Bidding System (EBS). The Department's automated system that allows bidders to enter and submit their bid information electronically. 1.155. Electronic Vault. The secure location where electronic bids are stored prior to bid opening. 1.156. Family Member. A family member of an individual is the individual's parent, parent's spouse, step-parent, step -parent's spouse, sibling, sibling's spouse, spouse, child, child's spouse, spouse's child, spouse's child's spouse, grandchild, grandparent, uncle, uncle's spouse, aunt, aunt's spouse, first cousin, or first cousin's spouse. 1.157. Printed Bid Form. The bidding form printed and sent to the bidder by the department or printed by the bidder from the department's Electronic Bidding System. 1.158. Bid Form. The form provided by the Department used by the bidder to submit a bid. The bid form is a Department mailed bidder's form (traditional proposal submitted manually), a Department EBS printed bid form (submitted manually), or the bid form submitted electronically through the Department's EBS. 2-2 001---015 06-10 2.4. Interpreting Estimated Quantities. The quantities listed in the bid form are approximate and will be used for the comparison of bids. Payments will be made for the work performed in accordance with the Contract. 2.5. Examining Documents and Work Locations. Examine the bid form, plans, specifications, and specified work locations before submitting a bid for the work contemplated. Submitting a bid will be considered evidence that the Bidder has performed this examination. Borings, soil profiles, water elevations, and underground utilities shown on the plans were obtained for use of the Department in the preparation of plans. This information is provided for the Bidder's information only and the Department makes no representation as to the accuracy of the data. Be aware of the difficulty of accurately classifying all material encountered in making foundation investigations, the possible erosion of stream channels and banks after survey data have been obtained, and the unreliability of water elevations other than for the date recorded. Oral explanations, instructions, or consideration for contractor -proposed changes in the Items of work, specifications, plans or bid forms given during the bidding process are not binding. Only requirements included in the bid form, associated specifications, plans and Department -issued addenda are binding. Request explanations of documents in adequate time to allow the Department to reply before the bid opening date.. Immediately notify the Department of any error, omission, or ambiguity discovered in any part of the bid form, specifications or plans. The Department will issue an addendum when appropriate. 2.6. Preparing the Bid. Prepare the bid on the form furnished by the Department. Bid forms may be printed or electronic. Informational forms will not be accepted. Specify a unit price in dollars and cents for each Item for which an estimated quantity is given. When "Working Days" is an Item, submit the number of working days to be used to complete the Contract, or phases of the Contract shown on the plans. An Item left blank will constitute an incomplete bid and will be handled as prescribed in Article 2.14, "Tabulating Bids." Include unit bid prices for each Item in the Item group or alternate Item group, except for instances when alternate Items pertain to foreign steel or iron materials. If a bid form contains both regular bid Items for domestic and alternate bid Items pertaining to foreign steel or iron materials the bidder must either: • submit unit bid prices for domestic bid items only, or • submit unit bid prices for both the alternate foreign bid items and domestic bid items. Verify whether addenda have been issued on a proposed Contract. Acknowledge all addenda. A. Printed Bid Forms. Make all entries and execute the bid form in ink. Acknowledge all addenda by checking the appropriate box on the addendum acknowledgement page. Provide the complete and correct name of the Bidder submitting the bid. A person authorized to bind the Bidder must sign the bid form. In the case of a joint venture, provide the complete and correct name of all Bidders submitting the bid. The bid form must be signed by person(s) authorized to bind the Bidder(s). 2-8 002---017 02-09 • affiliated bidders. 2.8. Bid Guaranty. The bid guaranty amount is fixed at the amount indicated on the bid form on the date the bid form is released to the public. Provide a bid guaranty in the amount indicated on the bid form as follows: • For printed bids, use either a guaranty check or a bid bond. An electronic bid bond may be used as the guaranty for a bid form printed from EBS. (The bid bond number is printed on the form printed from EBS and the Department verifies the bond through EBS at the letting.) • For electronic bids, use an electronic bid bond. Do not use guaranty checks or printed bid bonds on electronic bids. A. Guaranty Check. The guaranty check must be payable to the Texas Transportation Commission and must be a cashier's check, money order, or teller's check drawn by or on a state or national bank, a savings and loan association, or a state or federally chartered credit union (collectively referred to as "bank"). The check must be dated on or before the date of the bid opening. Post dated checks will not be accepted. The type of check or money order must be indicated on the face of the instrument and the instrument must be no more than 90 days old. A check must be made payable at or through the institution issuing the instrument; be drawn by a bank and on a bank; or be payable at or through a bank. The Department will not accept personal checks, certified checks, or other types of money orders as a bid guaranty. B. Bid Bond. The bid bond must be on the form provided by the Department, with powers of attorney attached, and in the amount specified on the bid bond form. The bond form must be dated on or before the date of the bid opening, bear the impressed seal of the Surety and be signed by the Bidder or Bidders, in the case of a joint venture, and an authorized individual of the Surety. As an alternative for joint venture Bidders, each of the Bidders may submit a separate bid bond, completed as outlined in this Subarticle. Bid bonds will only be accepted from Sureties authorized to execute a bond under and in accordance with state law. C. Electronic Bid Bond. Use the most current version of the electronic bond issued by the department. For a joint venture, the bond must be in the name of all joint venture participants. Enter the bond authorization code into EBS. Use bond authorization codes issued by the companies listed in most recent version of EBS. 2.9. Submittal of Bid. Bids may be submitted either manually or electronically. A. Manually Submitted Bids. Place the completed bid form and the bid guaranty in a sealed envelope marked to indicate the contents. When submitting by mail or delivery service, place the envelope in another sealed envelope and address as indicated in the official advertisement. It is the bidder's responsibility to ensure that the sealed bid arrives at the location described in the official advertisement of the project on or before the time and date set for the opening. The bid must be in the hands of the Letting Official by that time, regardless of the method chosen for delivery, in order to be accepted. 4-8 002---017 02-09 2.13. Gratuities. Do not offer Department employees benefits, gifts, or favors. The only exceptions allowed are ordinary business lunches. Failure to honor this policy may result in the termination of the Contract and sanctions under the Texas Administrative Code. Termination of the Contract will be in accordance with Article 8.7, "Termination of Contract." 2.14. Tabulating Bids. A. Official Total Bid Amount. The Department will sum the products of the quantities and the unit prices bid in the bid form to determine the official total bid amount. Except as provided in Section 2.14.G, "Special Item Considerations," the official total bid amount is the basis for determining the apparent low Bidder. The total bid amounts will be compared and the results made public. B. Consideration of Bid Format. When a Bidder submits both an electronic bid and a properly completed manual bid, the unit bid prices in the manual bid will be used to determine the total bid amount. If a bidder submits an electronic bid and an incomplete manual bid, the electronic bid will be used in the tabulation of the total bid amount. If a bidder submits two or more manual bids, all responsive bids will be tabulated. The bid with the lowest tabulation will be used to determine the total bid amount. C. Rounding of Unit Prices. The Department will round off all unit bids involving fractional parts of a cent to the nearest one -tenth cent ($0.001) in determining the amount of the bid as well as computing the amount due for payment of each Item under the Contract. For rounding purposes, entries of five -hundredths of a cent ($0.0005) or more will be rounded up to the next highest tenth of a cent, while entries less than five -hundredths of a cent will be rounded down to the next lowest tenth of a cent. D. Interpretation of Unit Prices. The Department will make a documented determination of the unit bid price for tabulation purposes if a unit bid price is illegible. The Department's determination will be final. E. Consideration of Unit Prices. Unit bid price entries such as no dollars and no cents, zero dollars and zero cents, or numerical entries of $0.00, will be tabulated as one -tenth of a cent ($0.001). The Department will consider proposals where unit bid prices have been left blank incomplete and nonresponsive. If a proposal has a regular and a corresponding alternate Item or group of Items, the bid will be considered complete if: • the regular Item or group of regular Items has unit prices entered, or • the alternate Item or group of alternate Items has unit prices entered. The bid will be considered incomplete and nonresponsive if: • a regular Item or group of regular Items is left blank, and • a corresponding alternate Item or group of alternate Items is left blank. 6-8 002---017 02-09 • Submit written notification to the Department within 5 business days after the date the bid is opened. • Identify the Items of work involved and include bidding documentation. The Department may request clarification of submitted documentation. The Department will evaluate the claim of an error by the apparent low Bidder by considering the following: • The bid error relates to a material Item of work. • The bid error amount is a significant portion of the total bid. • The bid error occurred despite the exercise of ordinary care. • The delay of the proposed work will not impact cost and safety to the public. Acceptance of the bid error claim by the Department will result in the rejection of all bids. The erring Contractor will not be allowed to bid the project when it is relet. Rejection of bids due to the Contractor's bid error may result in the application of sanctions by the Department. 2.17. Electronic Bidding. Take responsibility for correctly installing the EBS software. Secure the digital certificate issued by the department at all times. Promptly report compromised digital certificates to the Department. Select an Internet Service Provider. The Department will not be responsible for Internet unavailability. The Department will not provide a computer for preparing, submitting, revising or withdrawing an electronic bid. 2.18. Bid Form Content. The electronic and the EBS printed bid form do not contain such things as the special provisions, special specifications, and general notes. These documents are included by reference. Manual bid forms (traditional proposals) will include such provisions. 8-8 002---017 02-09 d. Name of city where work was performed along with city inspector's name and telephone number. e. Dollar amount of construction contract. f. Type of paving performed and general description of work elements (asphalt, base construction, sub -base treatment, geo-grid fabric, concrete, reinforcing, thickness, etc.) g. Type of structure (bridge, retainig wall, etc.) constructed and general description of work elements h. Date of project — Construction start and completion date. Category A.3.0. Equipment Schedule. The Bidder must provide the following information: a. The schedule must list equipment under the control of the Bidder or designated subcontractor that is related to the type of work the Bidder or designated subcontractor will perform. b. The schedule must include the manufacturer, model and general common description of each piece of equipment. Category A.4.0. Construction Experience Record. The Bidder must provide the following information: a. Number of years the Bidder has been in business as a general contractor under present business name. b. Has the company operated under any other name? If yes, what name and where. c. How many years of water utility construction experience as a general contractor and as a sub -contractor. d. Provide water utility construction experience of the principals of the company, including name, present position, years of experience, type of experience (water), licenses, and certifications. Category A.5.0. Qualification of Bidders. a. For the References of Related Work, Equipment Schedule, and Construction Experience Record to be considered acceptable and responsive to the bid, it must reflect the experience of the bidder or designated subcontractor and their qualification in work of both the same nature and technical level as this project. b. The Director of the Water Department shall be the sole judge as to the acceptability and responsiveness of the bidder or designated subcontractor to perform City of Fort Worth project with water and sanitary sewer utility. c. Selection for this project does not prequalify the selected bidder for future City of Fort Worth projects. 2-2 002---045 05-04 2004 Specifications SPECIAL PROVISION 004---017 Scope of Work For this project, Item 4, "Scope of Work," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 4.2. Changes in the Work. The first paragraph is supplemented by the following: The Contractor is responsible for notifying the sureties of any changes to the contract. Article 4.2. Changes in the Work. The sixth paragraph is voided and replaced by the following: 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. When mutually agreed, the unit price may be adjusted by multiplying the Contract unit price by the factor in Table 1. If an adjusted unit price cannot be agreed upon, the Engineer may determine the unit price by multiplying the Contract unit price by the factor in Table 1. Table 1 uantity-Based Price Adjustment Factors % of Original Quantity Factor > 50 and < 75 1.05 >25and <50 1.15 < 25 1.25 Article 4.4. Requests and Claims for Additional Compensation, Section A., Delay Claims is voided and replaced by the following: A. Damages. Damages occur when impacts that are the responsibility of the Depai tnient result in additional costs to the contractor that could not have been reasonably anticipated at the time of letting. Costs of performing additional work are not considered damages. For contractor damages, the intent is to reimburse the Contractor for actual expenses arising out of a compensable impact. No profit or markups, other than labor burden, will be allowed. For damages, labor burden will be reimbursed at 35% unless the Contractor can justify higher actual cost. Justification for a higher percentage must be in accordance with the methodology provided by the Department, submitted separately for project overhead labor and direct labor, and determined and submitted by a Certified Public Accountant (CPA). Submit CPA -prepared labor burden rates directly to the Contract Letting and Contractor Prequalification Branch of the Construction Division. 1-3 004---017 04-10 2. Issue Resolution Process. An issue is any aspect of the contract where representatives of the participants in the contract do not agree. The individuals identified at the lowest level of the issue escalation ladder will initiate the issue resolution process by escalating any issue that remains unresolved within the time frame outlined in the issue escalation ladder. Use the Department's automated issue tracking system to submit and track issues escalated to the area engineer or above. Do not use the automated issue tracking system for routine issues resolved on the project. Once the issue is recorded in the automated issue tracking system, the issue will be escalated to the district engineer within 15 calendar days. The district engineer will issue written direction within 7 calendar days. Work with the district to resolve all issues during the course of the contract. In the event the district and the Contractor cannot resolve an issue, the Contractor may file a contract claim after the completion of the contract to be handled in accordance with the Department's contract claim procedure. Contract claims will not be presented to the Contract Claims Committee for consideration prior to the final payment to the Contractor. It is the Contractor's responsibility to prove or justify all claims and requests in a timely manner. The deadline for filing a claim in accordance with 43 TAC Section 9.2, is the earlier of 1 year after the date of final acceptance, date of default, or date of termination except that claims for warranty enforcement can be made up to 1 year after expiration of the warranty period. 3-3 004---017 04-10 2004 Specifications SPECIAL PROVISION 006---023 Control of Materials For this project, Item, Item 006, "Control of Materials," of the Standard Specifications is amended hereby with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 6.10. Hazardous Materials is voided and replaced by the following : Use materials that are free of hazardous materials as defined in Item 1, "Definition of Terms." Work to meet the requirements of this Section will not be paid for directly but will be considered subsidiary to pertinent items of the contract. Notify the Engineer immediately when a visual observation or odor indicates that materials in required material sources or on sites owned or controlled by the Department may contain hazardous materials. Except for paint on steel structures and salvaged painted steel for which the Contractor is to take ownership, the Department is responsible for testing and removing or disposing of hazardous materials not introduced by the Contractor on sites owned or controlled by the Department. Excluding painted steel, the Engineer may suspend work wholly or in part during the testing, removal, or disposition of hazardous materials on sites owned or controlled by the Department. When a visual observation or odor indicates that materials delivered to the work locations by the Contractor may contain hazardous materials, have an approved commercial laboratory test the materials for contamination. Remove, remediate, and dispose of any of these materials found to be contaminated. Testing, removal, and disposition of hazardous materials introduced onto the work locations by the Contractor will be at the Contractor's expense. Working day charges will not be suspended and extensions of working days will not be granted for activities related to handling hazardous material delivered by the Contractor. A. Painted Steel Requirements. 1. Removing Paint from Steel. For painted steel, when the plans require removal of an existing paint or when an existing paint must be removed to perform other work specified in the Contract, perform the work in accordance with Item 446, "Cleaning and Painting Steel." Assume all steel painted surfaces contain lead or other hazardous materials, unless otherwise shown on the plans. 2. Disposing Painted Steel. For painted steel to be removed and disposed of by the Contractor, unless otherwise shown on the plans, dispose of painted steel at a steel 1-2 006---023 08-06 2004 Specifications SPECIAL PROVISION 006---047 Control of Materials For this project, Item 006, "Control of Materials," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 6.4. Sampling, Testing and Inspection is supplemented by the following: Meet with the Engineer and choose either the Department or a Depth ttuent-selected Commercial Lab (CL) for conducting the subset of project -level sampling and testing shown in Table 1, "Select Guide Schedule Sampling and Testing." Selection may be made on a test by test basis. CLs will meet the testing turnaround times shown (includes test time and time for travel/sampling and reporting) and in all cases issue test reports as soon as possible. If the Contractor chooses a Department -selected CL for any Table 1 sampling and testing: • notify the Engineer, District Lab, and the CL of project scheduling that may require CL testing; • provide the Engineer, District Lab, and CL at least 24 hours notice by phone and e-mail; • reimburse the Department for CL Table 1 testing using the contract fee schedule for the CL (including mileage and travel/standby time) at the minimum guide schedule testing frequencies; ■ reimburse the Department for CL Table 1 testing above the minimum guide schedule frequencies for retesting when minimum frequency testing results in failures to meet specification limits; • agree with the Engineer and CL upon a policy regarding notification for testing services; • give any cancellation notice to the Engineer, District Lab, and CL by phone and e-mail; • reimburse the Department a $150 cancellation fee to cover technician time and mileage charges for previously scheduled work cancelled without adequate notice, which resulted in mobilization of technician and/or equipment by the CL; and • all CL charges will be reimbursed to the Department by a deduction from the Contractor's monthly pay estimate. If the CL does not meet the Table 1 turnaround times, testing charge to the Contractor will be reduced by 50% for the first late day and an additional 5% for each succeeding late day. Approved CL project testing above the minimum testing frequencies in the Guide Schedule of Sampling and Testing, and not as the result of failing tests, will be paid by the Department. Other project -level Guide Schedule sampling and testing not shown on Table 1 will be the responsibility of the Department. 1-3 006---047 12-12 2004 Specifications Tex-242-F Tex-244-F Tex-246-F Tex-280-F Tex-530-C Hamburg Wheel -Tracking Test (production mix, molded samples) Thermal Profile of Hot Mix Asphalt Permeability of Water Flow of Hot Mix Asphalt Flat and Elongated Particles Effect of Water on Bituminous Pavin Mixtures (iroduction mix) 3 1 3 3 4 Tex-400-A Tex-410-A Tex-411-A Sampling Flexible Base, Stone, Gravel, Sand, and Mineral Aggregates Abrasion of Coarse Aggregate Using the Los Angeles Machine Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate 3 5 12 Tex-461-A De radation of Coarse A re ate by Micro-Deval Abrasion 5 Tex-612-J Acid Insoluble Residue for Fine A re ate 4 HMA Production Specialist [TxAPA — Level 1-A] ($/hr) HMA Roadway Specialist [TxAPA — Level 1-B] ($/hr) Technician Travel/Standby Time ($/hr) Per Diem ($/day — meals and lodging) Mileage Rate ($/mile from closest CL location) Note 1— Turn -Around Time includes test time and time for travel/sampling and reporting. Note 2 — These tests require turn -around times meeting the governing specifications. Provide test results within the stated turn -around time. CL is allowed one additional day to provide the signed and sealed report. 3-3 006---047 12-12 For building -facilities contracts, provide All Risk Builder's Risk Insurance to protect the Department against loss by storm, fire or extended coverage perils on work and materials intended for use on the project including the adjacent structure. Name the Department under the Lost Payable Clause. Provide a substitute Surety on the Contract bonds in the original full Contract amount within 15 days of notification if the Surety is declared bankrupt or insolvent, the Surety's underwriting limitation drops below the Contract amount or the Surety's right to do business is terminated by the State. The substitute Surety must be authorized by the laws of the State and acceptable to the Department. Work will be suspended until a substitute Surety is provided. Working day charges will be suspended for 15 days or until an acceptable Surety is provided, whichever is sooner. Article 7.8. Hauling and Loads on Roadways and Structures is supplemented by the following: D. Stockpiling of Materials. Do not store or stockpile material on bridge structures without written permission. If required, submit a structural analysis and supporting documentation by a licensed professional engineer for review by the Engineer. Permission may be granted if the Engineer finds that no damage or overstresses in excess of those normally allowed for occasional overweight loads will result to structures that will remain in use after Contract completion. Provide temporary matting or other protective measures as directed. Article 7.14. Contractor's Responsibility for Work, Section B. Appurtenances is voided and replaced by the following: B. Appurtenances. 1. Unreimbursed Repair. Except for destruction (not reusable) due to hurricanes, reimbursement will not be made for repair of damage to the following temporary appurtenances, regardless of cause: • signs, • barricades, • changeable message signs, and • other work zone traffic control devices. Crash cushion attenuators and guardrail end treatments are the exception to the above listing and are to be reimbursed in accordance with Section 7.14.B.2, "Reimbursed Repair." For the devices listed in this section, reimbursement may be made for damage due to hurricanes. Where the contractor retains replaced appurtenances after completion of the project, the Department will limit the reimbursement to the cost that is above the salvage value at the end of the project. 2. Reimbursed Repair. Reimbursement will be made for repair of damage due to the causes listed in Section 7.14.A, "Reimbursable Repair," to appurtenances (including temporary and permanent crash cushion attenuators and guardrail end treatments). 2-4 007---918 11-11 When demolition, renovation, or removal of load bearing members is planned for several phases, provide the start and completion dates identified by separate phases. DSHS requires that notifications be postmarked at least 10 working days prior to initiating demolition or renovation. If the date of actual demolition, renovation, or removal is changed, the Department will be required to notify DSHS at least 10 days in advance of the work. This notification is also required when a previously scheduled (notification sent to DSHS) demolition, renovation or removal is delayed. Therefore, if the date of actual demolition, renovation, or removal is changed, provide the Engineer, in writing, the revised dates in sufficient time to allow for the Department's notification to DSHS to be postmarked at least 10 days in advance of the actual work. Failure to provide the above information may require the temporary suspension of work under Article 8.4, "Temporary Suspension of Work or Working Day Charges," due to reasons under the control of the Contractor. The Department retains the right to determine the actual advance notice needed for the change in date to address post office business days and staff availability. Article 7.20, Agricultural Irrigation. This Item is supplemented by the following: Regulate the sequence of work and make provisions as necessary to provide for agricultural irrigation or drainage during the work. Meet with the Irrigation District or land owner to determine the proper time and sequence when irrigation demands will permit shutting -off water flows to perform work. Unless otherwise provided on the plans, the work required by these provisions will not be paid for directly but shall be considered as subsidiary work pertaining to the various bid items of this contract. 4-4 007---918 11-11 2004 Specifications SPECIAL PROVISION 009---004 Measurement and Payment For this project, Item 009, "Measurement and Payment," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 9.6. Progress Payments, Section B, Payment Provisions for Subcontractors is voided and replaced by the following: B. Payment Provisions for Subcontractors. For the purposes of this Article only, the term subcontractor includes suppliers and the term work includes materials provided by suppliers at a location approved by the department. Pay the subcontractors for work performed within 10 days after receiving payment for the work performed by the subcontractor. Also, pay any retainage on a subcontractor's work within 10 days after satisfactory completion of all of the subcontractor's work. Completed subcontractor work includes vegetative establishment, test, maintenance, performance, and other similar periods that are the responsibility of the subcontractor. For the purpose of this Section, satisfactory completion is accomplished when: • the subcontractor has fulfilled the Contract requirements of both the Department and the subcontract for the subcontracted work, including the submittal of all information required by the specifications and the Department; and • the work done by the subcontractor has been inspected and approved by the Depattuient and the final quantities of the subcontractor's work have been determined and agreed upon. The inspection and approval of a subcontractor's work does not eliminate the Contractor's responsibilities for all the work as defined in Article 7.14, "Contractor's Responsibility for Work." The Department may pursue actions against the Contractor, including withholding of estimates and suspending the work, for noncompliance with the subcontract requirements of this Section upon receipt of written notice with sufficient details showing the subcontractor has complied with contractual obligations as described in this Article. These requirements apply to all tiers of subcontractors. Incorporate the provisions of this Article into all subcontract or material purchase agreements. 1-1 009---004 1-05 2004 Specifications SPECIAL PROVISION 009---015 Measurement and Payment For this project, Item 9, "Measurement and Payment," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 9.5. Force Account, B. Insurance and Taxes is replaced by the following: B. Labor Burden. An additional 55% of the labor cost, excluding the 25% compensation provided in Section 9.5.A, "Labor," will be paid as compensation for labor insurance and labor taxes including the cost of premiums on non -project specific liability (excluding vehicular) insurance, workers compensation insurance, Social Security, unemployment insurance taxes, and fringe benefits. 1-1 009---015 12-07 2004 Specifications SPECIAL PROVISION 132---011 Embankment For this project, Item 132, "Embankment," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 132.3 Construction, Section D. Compaction Methods. The first paragraph, last sentence, is replaced by the following: Compact embankments in accordance with Section 132.3.D.1, "Ordinary Compaction," or Section 132.3.D.2, "Density Control," as shown on the plans. Section 132.3.D.3, "Density Control by Computer -Generated (CG) Curve," may be used by the contractor as an option for density control. Article 132.3 Construction, Section D. Compaction Methods, is supplemented by the following: 3. Density Control by Computer -Generated (CG) Curve. At the Contractor's discretion, CG curves may be used for density control. Compact each layer to the required density using equipment complying with Item 210, "Rolling." Determine the maximum lift thickness based on the ability of the compacting operation and equipment to meet the required density. Do not exceed layer thickness of 12 in. loose or 10 in. compacted material, unless otherwise approved. Maintain a level layer with consistent thickness to ensure uniform compaction. When using this method for each source and type of material, or when directed, sample and conduct testing according to the input parameters specified in Table 3 and provide CG field moisture -density curves based on each soil -compactor -lift thickness combination and CG Tex-114-E moisture -density curves based each lift soil. The CG field dry density (Dfcg) must be greater than or equal to the CG Tex-114-E maximum dry density (Dag). The Engineer may obtain independent soil samples for supplemental Tex-114-E lab tests to check a supplemental maximum dry density (Da) and optimum moisture content (Wopt) for reference when new CG curves are submitted. Provide access to the computer program used to generate the curve, when directed. 1-3 132---011 12-12 • Generate a new CG field compaction curve based on actual in -place soil properties and rework the lift. • Generate a non-CG Tex-114-E moisture -density reference standard and rework the material using this reference standard. When required, remove small areas of the layer to allow for density tests. Replace the removed material and recompact at no additional expense to the Department. Proof -roll in accordance with Item 216, "Proof Rolling," when shown on the plans or as directed. Correct soft spots as directed. Article 132.3 Construction, Section E. Maintenance of Moisture and Reworking. The first sentence is replaced by the following: Maintain the density and moisture content once all requirements in Table 2 or 4 are met. 3-3 132---011 12-12 2004 Specifications SPECIAL PROVISION 164---004 Seeding for Erosion Control Item 164, "Seeding for Erosion Control," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 164.2.D. Cellulose Fiber Mulch is voided and replaced by the following: Use only bonded fiber matrix that are on the approved list published in "Field Performance of Erosion Control Products," available from the Maintenance Division. Use material of the class and type as shown on the plans and provide a copy of the manufacturer's label for the selected product. Article 164.3. Construction. The following is added after the first sentence: Use approved equipment to vertically track the seedbed as shown on the plans or as directed by the Engineer. Article 164.3.C. Cellulose Fiber Mulch Seeding is voided and replaced by the following: C. Bonded Fiber Matrix Seeding. Plant seed according to Section 164.3.A, "Broadcast Seeding". Immediately after planting the seed or seed mixture, apply the bonded fiber matrix uniformly over the seeded area using suitable equipment. Applications should be made in accordance to the Product Installation Sheet published in "Field Performance of Erosion Control Products" available from the Maintenance Division. Article 164.5. Payment is voided and replaced by the following: The work performed and the materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Broadcast Seeding (Perm)" of the rural or urban seed mixture and sandy or clay soil specified, "Broadcast Seeding (Temp)" of warm or cool season specified, "Straw or Hay Mulch Seeding (Perm)" of the rural or urban seed mixture and sandy or clay soil specified, "Straw or Hay Mulch Seeding (Temp)" of warm or cool season specified, "Bonded Fiber Matrix Seeding (Perm)" of the rural or urban seed mixture and sandy or clay soil specified, "Bonded Fiber Matrix Seeding (Temp)" of warm or cool season specified, "Drill Seeding (Perm)" of the rural or urban seed mixture and sandy or clay soil specified, "Drill Seeding (Temp)" of warm or cool season specified, and "Straw or Hay Mulching." This price is full compensation for furnishing materials, including water for hydro - seeding and hydro -mulching operations, mowing, labor, equipment, tools, supplies, and incidentals. Fertilizer will not be paid for directly but will be subsidiary to this Item. Water for irrigating the seeded area, when specified, will be paid for under Item 168, "Vegetative Watering." 1-1 164---004 01-08 2004 Specifications SPECIAL PROVISION 247---033 Flexible Base For this project, Item 247, "Flexible Base," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 247.2. Materials, Section A. Aggregate, Table 1. Material Requirements is replaced by the following: Table 1 Material Reuuirements Property Test Method Grade 1 Grade 2 Grade 3 Grade 4 Grade 5 Master gradation sieve size (cumulative % retained) Tex 110E 2-1/2 in. - 0 0 As shown on the plans 0 1-3/4 in. 0 0-10 0-10 0-5 7/8 in. 10-35 - 10-35 3/8 in. 30-50 - - 35-65 No. 4 45-65 45-75 45-75 45-75 No. 40 70-85 60-85 50-85 70-90 Liquid Limit, max.'Tex-104-E 35 40 40 As shown on the plans 35 Plasticity Index, max. Tex 106E 10 12 12 As shown on the plans 10 Plasticity index, min.' As shown on the plans Wet ball mill, % max.2 Tex-116-E 40 45 As shown on the plans 40 Wet ball mill, % max. increase passing the No. 40 sieve 20 20 As shown on the plans 20 Classification, max. 3 Tex-117-E When shown on the plans When shown on the plans As shown on the plans- Min. compressive strength, psi Tex-117-E As shown on the plans lateral pressure 0 psi 45 35 lateral pressure 3 psi 90 lateral pressure 15 psi 175 175 175 1. Determine the plastic index in accordance with Tex-107-E (linear shrinkage) when liquid limit is unattainable as defined in Tex-104-E. 2. When a soundness value is required by the plans, test material in accordance with Tex-411-A. 3. When Classification is required by the plans, a triaxial Classification of 1.0 or less for Grades I and 2.3 or less for Grade 2 is required. The Classification requirement for Grade 4 will be as shown on the plans. 1-2 247-033 03-09 2004 Specifications SPECIAL PROVISION 260---003 Lime Treatment (Road -Mixed) For this project, Item 260, "Lime Treatment (Road -Mixed)," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 260.2. Materials, Section A. Lime. The first two sentences are voided and replaced by the following: Furnish lime that meets the requirements of DMS-6350 "Lime and Lime Slurry," and DMS- 6330, "Prequalification of Lime Sources." Use hydrated lime, commercial lime slurry, quicklime, or carbide lime slurry as shown on the plans. Article 260.3. Equipment, Section B. Slurry Equipment. The last sentence of the second paragraph is voided and replaced by the following: Equip the distributor truck with a sampling device in accordance with Tex-600-J, Part I, when using commercial lime slurry or carbide lime slurry. Article 260.4. Construction, Section C. Application of Lime, Section 2. Slurry Placement. The first paragraph is voided and replaced with the following: Provide slurry free of objectionable materials, at or above the minimum dry solids content, and with a uniform consistency that will allow ease of handling and uniform application. Deliver commercial lime slurry or carbide lime slurry to the jobsite, or use hydrated lime or quicklime to prepare lime slurry at the jobsite or other approved location, as specified. When dry quicklime is applied as a slurry, use 80 percent of the amount shown on the plans. Article 260.4. Construction, Section D. Mixing. The third paragraph is voided and replaced with the following: After mixing, the Engineer may sample the mixture at roadway moisture and test in accordance with Tex-101-E, Part III, to determine compliance with the gradation requirements in Table 1. Article 260.5. Measurement, Section A. Lime is supplemented by the following: 4. Carbide Lime Slurry. Lime slurry will be measured by the ton (dry weight) as calculated from the minimum percent dry solids content of the slurry, multiplied by the weight of the slurry in tons delivered. 1-2 260---003 10-11 2004 Specifications SPECIAL PROVISION 275---003 Cement Treatment (Road -Mixed) For this project, Item 275, "Cement Treatment (Road -Mixed)," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 275.4. Construction, Section D. Mixing. The second paragraph is voided and replaced with the following: After mixing, the Engineer may sample the mixture at roadway moisture and test in accordance with Tex-101-E, Part III, to determine compliance with the gradation requirements in Table 1. Article 275.4. Construction, Section E. Compaction. The first paragraph is voided and replaced by the following: Compact the mixture in one lift using density control unless otherwise shown on the plans. Complete compaction within 2 hours after the application of water to the mixture of material and cement. Article 275.6 Payment. The first paragraph is voided and replaced by the following: The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid in accordance with Section 275.5.A, "Cement," and Section 275.5.B, "Cement Treatment." Article 275.6 Payment, Section B. Cement Treatment is voided and replaced by the following: B. Cement Treatment. Cement treatment will be paid for at the unit price bid for "Cement Treatment (Existing Material)," "Cement Treatment (New Base)," or "Cement Treatment (Mixing Existing Material and New Base)," for the depth specified. No payment will be made for thickness or width exceeding that shown on the plans. This price is full compensation for shaping existing material, loosening, mixing, pulverizing, spreading, applying cement, compacting, finishing, curing, curing materials, blading, shaping and maintaining shape, replacing mixture, disposing of loosened materials, processing, hauling, preparing secondary subgrade, water, equipment, labor, tools, and incidentals. 1-1 275---003 10-11 The Construction Division will perform all testing including a FTIR "fingerprint" which will be compared to any future samples submitted to verify that the chemical composition of the material has not changed. The Construction Division will add the product to the MPL if both the testing and performance of the material are satisfactory. Materials that are prequalified under this specification will still be subject to a regular approval process, as described in Tex-545-C, "Asphalt Binder Quality Program." 2. Sand Penetration Test. When testing the product for specification compliance, perform the sand penetration test according to the following procedure. a. Provide a natural reference sand meeting the gradation requirements of Table 2, moistened with 10 g water per 625 g sand. b. Fill a cylindrical metal container with a diameter of at least 50 mm with moistened sand to a depth of at least 25 mm. (3 oz or 6 oz metal ointment tins are acceptable containers.) Compress the sand using 100 psi compaction pressure, using a load frame or press to apply the necessary compaction force. c. Add the amount of prime coat material necessary to achieve either the manufacturer's recommended application rate or the application rate proposed by the plans. d. Allow the material to stand until no residual material is left on the surface, to a maximum of 24 hours. e. Remove a vertical cross-section of the sand and measure the visible penetration depth. Table 2 Gradation Reuuirements for Reference Sand Sieve % Passing by Weight or Volume #80 98-100 #100 94-100 #140 45-55 #200 0-4 2-2 300---031 11-10 Table 5 Medium -Curing Cutback Asphalt Property Test Procedure Type —Grade MC-30 MC-250 MC-800 MC-3000 Min ; Max Mini Max Mini Max Min ; Max Kinematic viscosity, 140°F, cSt T 201 30 i 60 250 1500 800 i1,600 3,00016,000 Water, % D 95 — i 0.2 — i 0.2 — i 0.2 i 0.2 Flash point, T.O.C., °F T 79 100 — 150 ; — 150 ; — 150 — Distillation test: Distillate, percentage by volume of total distillate to 680°F to 437°F to 500°F to 600°F Residue from distillation, volume % T 78 — 40 75 50 25 70 93 — — 15 60 67 10 55 87 — — — 45 75 — 35 80 — — — 15 80 — 15 75 — Tests on distillation residue: Penetration, 100 g, 5 sec., 77°F Ductility, 5 cm/min., 77°F, cm1 Solubility in trichloroethylene, % Spot test T 49 T 51 T 44 Tex-509-C 120 100 99.0 Neg. 250 — — 120 100 99.0 Neg. 250 — — 120 100 99.0 Neg. 250 — — 120 100 99.0 Neg. 250 — — 1. If the penetration of residue is more than 200 and the ductility at 77°F is less than 100 cm, the material is acceptable if its ductility at 60°F is more than 100 cm. 300.2. Materials, Section C, Cutback Asphalt. Table 6 "Special -Use Cutback Asphalt" is voided and replaced by the following: Table 6 Special -Use Cutback Asphalt Property Test Procedure Type —Grade MC-2400L SCM I SCM II Mini Max Mini Max Mini Max Kinematic viscosity, 140°F, cSt T 201 2,400 i 4,800 500 i 1,000 1,000 i 2,000 Water, % D 95 — i 0.2 — i 0.2 — i 0.2 Flash point, T.O.C., °F T 79 150 i — 175 1 — 175 i — Distillation test: Distillate, percentage by volume of total distillate to 680°F to 437°F to 500°F to 600°F Residue from distillation, volume % T 78 — — 35 78 — 35 80 — — — 20 76 — 0.5 60 — — — 15 82 0.5 50 — Tests on distillation residue: Polymer Polymer content, % (solids basis) Penetration, 100 g, 5 sec., 77°F Ductility, 5 cm/min., 39.2°F, cm Solubility in trichloroethylene, % Tex-533-C T 49 T 51 T 44 SBR 2.0 150 50 99.0 — 300 — — — 180 — 99.0 — — — — — — 180 — 99.0 , — — — — — 2-2 300---039 07-11 Table 10B Polymer Modified Cationic Emulsified Asphalt Property Test Procedure Emulsion Grade CMS-1P CMS-2P Min Max Min ' Max Polymer Latex Latex Viscosity, Saybolt Furol 77°F, sec. 122°F, sec. T 72 j 20 ; 100 - - - 50 - 400 Sieve Test, % T 59 - 0.1 - j 0.1 Particle charge T 59 positive positive Distillation Test: Residue by distillation, % by weight Oil distillate, % by volume of emulsion T 59 65 - - 0.5 65 - - 0.5 Tests on residue from distillation: Penetration, 39.2°F, 200 g, 60 sec. Viscosity, 140°F, poise Elastic Recovery, 50°F, % T 49 T 202 Tex-539-C 40 - 45 - 5000 - 40 - 45 - 15000 1 - Tests on rejuvenating agent: Viscosity, 140°F, cSt Flash point, C.O.C., °F Saturates, % by weight Solubility in n-pentane, % by weight T 201 T 48 D 2007 D 2007 50 380 - 99.0 175 - 30 - 50 380 - 99.0 175 - 30 - Test on rejuvenating agent residue after TFO or RTFO: Weight Change, % Viscosity Ratio T 240 or T 179 - - 6.5 3.0 - - 6.5 3.0 Tests on latex2: Specific gravity3 Tensile strength, die C dumbbell, psi Change in mass after immersion in rejuvenating agent, 48 hours, 104°F, % D 14754 D 4125 D 471 1.08 500 - i - 406 1.08 500 - - 406 1. Exception to AASHTO T 59: Bring the temperature on the lower thermometer slowly to 350°F ± 10°F. Maintain at this temperature for 20 minutes. Complete total distillation in 60 + 5 minutes from first application of heat. 2. Preparation of latex films: Use any substrate which produces a film of uniform cross-section. Apply latex using a drawdown tool that will deliver enough material to achieve desired residual thickness. Cure films for 14 days at 75°F and 50% relative humidity. 3. The Department may perform centrifugal tests to extract the latex from the product to verify its specific gravity. 4. AASHTO D 1475 gives the density of the latex emulsion. Calculate the specific gravity of the latex solids from the weighted average of water and the latex solids and the solids content of the latex emulsion. 5. Cut samples for tensile strength determination using a crosshead speed of 20 in./min. 6. Specimen must remain intact after exposure and removal of excess rejuvenating agent. 2-2 300---046 01-13 Article 302.2. Materials, Section A. Aggregate. Table 3 is voided and replaced by the following: Table 3 Agereate Quality Requirements Property Test Method Requirement Remarks SAC AQMP As shown on the plans Deleterious Material, %, Max Tex-217-F, Part I 2 0 Not required for lightweight aggregate. Decantation, %, Max Tex-406-A 1.5 Flakiness Index, Max Tex-224-F 17 Unless otherwise shown on the plans Los Angeles Abrasion, %, Max Tex-410-A 35 Magnesium Sulfate Soundness, 5 Cycle, %, Max Tex 411 A 25 Micro-Deval Abrasion, %, Max Tex-461-A — Not used for acceptance purposes. Used by the Engineer as an indicator for further investigation. Coarse Aggregate Angularity, 2 Crushed Faces, %, Min Tex-460-A, Part I 85 Unless otherwise shown on the plans. Only required for crushed gravel Additional Requirements for Lightweight Aggregate Dry Loose Unit Wt., lb./cu. ft. Tex-404-A 35-60 Pressure Slaking, %, Max Tex-431-A 6.0 Freeze -Thaw Loss, %, Max Tex-432-A 10.0 Water Absorption, 24°hr., %, Max Tex-433-A 12.0 Unless otherwise shown on plans. Article 302.2. Materials, Section B. Precoating. First paragraph is voided and replaced with the following: When precoating is shown on the plans, precoat aggregate uniformly and adequately with asphalt material to the satisfaction of the Engineer. When shown on the plans, specific aggregates may be prohibited from being precoated. Meet Table 2 and 3 requirements before precoating. Furnish precoated aggregate that spreads uniformly using approved mechanical spreading equipment. Article 302.2. Materials, Section B. Precoating, Section 1. Asphalt Material is voided and replaced with the following: 1. Asphalt Material. Precoat the aggregates with asphalt material that meets the requirements of Item 300, "Asphalts, Oils, and Emulsions." Unless a specific precoat material is specified on the plans, use any asphalt material that meets the requirements of Item 300. 2-2 302---010 03-10 2004 Specifications SPECIAL PROVISION 318---010 Hot Asphalt -Rubber Surface Treatments For this project, Item 318, "Hot Asphalt -Rubber Surface Treatments", of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 318.3.A. Distributor. The second sentence is voided and not replaced. Articles 318.3.I. Truck Scales. This article is voided and not replaced. Article 318.5. Measurement. The first paragraph is voided and replaced by the following: A. A-R Binder. A-R binder, including all components, will be measured at the applied temperature by strapping the tank just before and just after road application and determining the net volume in gallons from the distributor's calibrated strap stick. The quantity to be measured for payment will be the number of gallons used, as directed, in the accepted surface treatment. 1-1 318---010 04-10 2. Loading and Transporting. For loading and transporting, include: • type and application method for release agents and • truck and rail car loading procedures to avoid segregation. 3. Placement and Compaction. For placement and compaction, include: • proposed arrangements for any required prepaying meetings, including dates and locations; • type and application method for release agents in the paver and on rollers, shovels, lutes, and other utensils; • procedures for the transfer of mixture into the paver while avoiding segregation and preventing material spillage; • process to balance production, delivery, paving, and compaction to achieve continuous placement operations; • paver operations (e.g., operation of wings, height of mixture in auger chamber) to avoid physical and thermal segregation and other surface irregularities; and • procedures to construct quality longitudinal and transverse joints. Article 330.4 Construction, Section B. Stockpiling of Aggregates and LRA is voided and replaced by the following: B. Stockpiling of LRA. If storing LRA at the project site, provide a smooth and well -drained area, cleared of trash, weeds, and grass. Stockpile, handle, and load LRA in a manner that will minimize aggregate degradation and segregation. Avoid contamination and mixing of stockpiles. The Engineer may reject stockpiled materials that come in contact with the earth or other objectionable material. Article 330.4 Construction, Sections C. Storage and Heating of Fluxing Material, D. Job -Mix Formula, and E. Mixing are deleted and remaining Sections renumbered accordingly. Article 330.5. Measurement is voided and replaced by the following. LRA pavement will be measured by the ton of composite LRA pavement of the type actually used in the completed and accepted work in accordance with the plans and specifications for the project. Measure on scales in accordance with Item 520, "Weighing and Measuring Equipment." Keep records on tare weight, gross weight, and net weight of the LRA paving mixture for each load of the same type of mixture. The Construction Division will measure and report the moisture content of the LRA paving mixture used to determine payment at the plant. All water and light hydrocarbon volatiles in the mixture, in excess of 6.0% by weight at the time of weighing, will be deducted from the net weight to determine the quantity for payment. 2-2 330---001 03-10 diamond grinding or shot blasting. The Engineer will determine the test locations at points located transversely to the direction of traffic in the outside wheel path. Article 360.4. Construction, Section I. Curing. The first sentence is voided and replaced by the following: Keep the concrete pavement surface from drying as described in Section 360.4.H.2, "Maintenance of Surface Moisture," until the curing material has been applied. Article 360.4. Construction, Section I. Curing, Section 1. Membrane Curing. The first paragraph is voided and replaced by the following: Spray the concrete surface uniformly with 2 coats of membrane curing compound at an individual application rate of not more than 180 sq. ft. per gallon. Do not allow the concrete surface to dry before applying the curing compound. Use a towel or absorptive fabric to remove any standing pools of bleed water that may be present on the surface before applying the curing compound. Apply the first coat within 10 min. after completing texturing operations. Apply the second coat within 30 min. after completing texturing operations. 2-2 360---007 12-06 2004 Specifications SPECIAL PROVISION 416---001 Drilled Shaft Foundations For this project, Item 416, "Drilled Shaft Foundations," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 416.5. Payment, Section A. Drilled Shaft is voided and replaced by the following. A. Drilled Shaft. 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 for "Drilled Shaft" or "Drilled Shaft (Non -reinforced)" or "Drilled Shaft (Sign Mounts)" or "Drilled Shaft (High Mast Pole)" or "Drilled Shaft (Roadway Illumination Pole)" or "Drilled Shaft (Traffic Signal Pole)" of the specified diameter, subject to the limitations for overruns authorized by the Engineer given in Section 416.5.A.1, "Overrun." Article 416.5. Payment, Section A. Drilled Shaft, Section 2. Maximum Plan Length Shaft is supplemented by the following. • For roadway illumination poles, the maximum plan length shaft is the maximum length shaft, regardless of diameter, for any roadway illumination pole included in the contract. • For traffic signal poles, the maximum plan length shaft is the maximum length shaft, regardless of diameter, for any traffic signal pole included in the contract. 1-1 416---001 09-04 Article 420.6 Payment. The pay adjustment formula given in the sixth bullet of the fourth paragraph is voided and replaced by the following: A = Bp[-5.37(Sa/Ss)2 + 11.69(Sa/Ss) — 5.32] Where: A = Amount to be paid Sa = Actual strength from cylinders or cores Ss = Specified design strength Bp = Unit bid price 2-2 420---002 09-05 entrainment is waived and 18% when air entrainment is not waived. Crushed recycled hydraulic cement concrete is not subject to the 5-cycle soundness test. Article 421.2.E.2 Fine Aggregate. The fifth paragraph is voided and replaced by the following: Acid insoluble (%) = {(A1)(P1)+(A2)(P2)}/100 where: Al = acid insoluble (%) of aggregate 1 A2 = acid insoluble (%) of aggregate 2 P1 = percent by weight of aggregate 1 of the fine aggregate blend P2 = percent by weight of aggregate 2 of the fine aggregate blend Article 421.2.E.2. Fine Aggregate. The final paragraph is voided and replaced by the following: For all classes of concrete, provide fine aggregate with a fineness modulus between 2.3 and 3.1 as determined by Tex-402-A. Article 421.2.E. Aggregate is supplemented by the following: 4. Intermediate Aggregate. When necessary to complete the concrete mix design, provide intermediate aggregate consisting of clean, hard, durable particles of natural or lightweight aggregate or a combination thereof. Provide intermediate aggregate free from frozen material and from injurious amounts of salt, alkali, vegetable matter, or other objectionable material, and containing no more than 0.5% clay lumps by weight in accordance with Tex-413-A. If more than 30% of the intermediate aggregate is retained on the No. 4 sieve, the retained portion must meet the following requirements: • must not exceed a wear of 40% when tested in accordance with Tex-410-A. • must have a 5-cycle magnesium sulfate soundness when tested in accordance with Tex-411-A of not more than 25% when air entrainment is waived and 18% when air entrainment is not waived. If more than 30% of the intermediate aggregate passes the 3/8" sieve, the portion passing the 3/8" sieve must not show a color darker than standard when subjected to the color test for organic impurities in accordance with Tex-408-A and must have an acid insoluble residue, unless otherwise shown on the plans, for concrete subject to direct traffic equal to or greater than the value calculated with the following equation: AIia > 60 - (Alfa)(Pfa) ( Pia) where: Alfa = acid insoluble (%) of fine aggregate or fine aggregate blend Pfa = percent by weight of the fine aggregate or fine aggregate blend as a percentage of the total weight of the aggregate passing the 3/8" sieve in the concrete mix design Pia = percent by weight of the intermediate aggregate as a percentage of the total weight of the aggregate passing the 3/8" sieve in the concrete mix design 2-7 421---035 08-09 Class of Concrete Design Strength, Min. 28-day f'. (psi) Maximum W/C Ratio' Coarse Aggregate Grades2'3 General Usage4 S(HPC)5 4,000 0.45 2-5 As shown on the plans P See Item 360 0.45 2-3 Concrete pavement DC5 5,500 0.40 6 Dense conc. overlay CO5 4,600 0.40 6 Conc. overlay LMC5 4,000 0.40 6-8 Latex -modified concrete overlay SSS 3,600' 0.45 6 Slurry displacement shafts, underwater drilled shafts K5 Note 6 0.45 Note 6 Note 6 HES Note 6 0.45 Note 6 Note 6 1. Maximum water -cement or water-cementitious ratio by weight. 2. Unless otherwise permitted, do not use Grade 1 coarse aggregate except in massive foundations with 4-in. minimum clear spacing between reinforcing steel bars. Do not use Grade 1 aggregate in drilled shafts. 3. Unless otherwise approved, use Grade 8 aggregate in extruded curbs. 4. For information only. 5. Structural concrete classes. 6. As shown on the plans or specified. 7. Use a minimum cementitious material content of 6501b/cy of concrete. Do not apply Table 6 over design requirements to Class SS concrete. Article 421.4.A. Classification and Mix Design, Table 6 Over Design to Meet Compressive Strength Requirements. Footnote 3 is supplemented by the following: For Class K and concrete classes not identified as structural concrete in Table 5 or for Class C concrete not used for bridge -class structures, the Engineer may designate on the plans an alternative over -design requirement up to and including 1,000 psi for specified strengths less than 3,000 psi and up to and including 1,200 psi for specified strengths from 3,000 to 5,000 psi. Article 421.4.A.1. Cementitious Materials is supplemented by the following: The upper limit of 35% replacement of cement with Class F fly ash specified by mix design Options 1 and 3 may be increased to a maximum of 45% for mass placements, high performance concrete, and precast members when approved. Article 421.4.A.3. Chemical Admixtures is supplemented by the following: When a corrosion -inhibiting admixture is required, use a 30% calcium nitrite solution. The corrosion -inhibiting admixture must be set neutral unless otherwise approved. Dose the admixture at the rate of gallons of admixture per cubic yard of concrete shown on the plans. Article 421.4.A.4 Air Entrainment is voided and replaced by the following: Air entrain all concrete except for Class B and concrete used in drilled shafts unless otherwise shown on the plans. Unless otherwise shown on the plans, target an entrained air content of 4.0% for concrete pavement and 5.5% for all other concrete requiring air entrainment. To meet the air - entraining requirements, use an approved air -entraining admixture. Unless otherwise shown on the plans, acceptance of concrete loads will be based on a tolerance of ± 1.5% from the target air content. If the air content is more than 1.5 but less than 3.0% above the target air, the concrete 4-7 421---03 5 08-09 In the above calculation, use the maximum cement alkali content reported on the cement mill certificate. Do not use Option 7 when any of the aggregates in the concrete are listed on the Department's List of Aggregate Sources Excluded from Option 7 ASR Mitigation. Article 421.4.A.6.h. Option 8 is voided and replaced by the following: h. Option 8. For any deviations from Options 1-5, perform annual testing on coarse, intermediate, and fine aggregate separately in accordance with ASTM C 1567. Before use of the mix, provide a certified test report signed and sealed by a licensed professional engineer, from a laboratory on the Department's List of Approved ASTM C 1260 Laboratories, demonstrating that the ASTM C 1567 test result for each aggregate does not exceed 0.08% expansion at 14 days. Do not use Option 8 when any of the aggregates in the concrete are listed on the Department's List of Aggregate Sources Excluded from Option 8 ASR Mitigation. When HPC is required, provide a certified test report signed and sealed by a licensed professional engineer demonstrating that AASHTO T 277 test results indicate the permeability of the concrete is less than 1,500 coulombs tested immediately after either of the following curing schedules: • Moist cure specimens 56 days at 73°F. • Moist cure specimens 7 days at 73°F followed by 21 days at 100°F. Article 421.4.B. Trial Batches is supplemented by the following: Once a trial batch substantiates the mix design, the proportions and mixing methods used in the trial batch become the mix design of record. Article 421.4.B. Trial Batches. The fourth sentence of the second paragraph is voided and replaced by the following: Test at least one set of design strength specimens, consisting of two specimens per set, at 7-day, 28-day, and at least one additional age. Article 421.4.D. Measurement of Materials, Table 9 is voided and replaced by the following: Table 9 Measurement Tolerances — Non -Volumetric Mixers Material Tolerance (%) Cement, wt. -1 to +3 SCM wt. -1 to +3 Cement + SCM (cumulative weighing), wt. -1 to +3 Water, wt. or volume ±3 Fine aggregate, wt. ±2 Coarse aggregate, wt. ±2 Fine + coarse aggregate (cumulative weighing), wt. ±1 Chemical admixtures, wt. or volume ±3 6-7 421---035 08-09 2004 Specifications SPECIAL PROVISION 424---003 Precast Concrete Structures (Fabrication) For this project, Item424, "Precast Concrete Structures (Fabrication)," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 424.3. Construction, Section B. Fabrication, Section 1. Forms, Section a. External Forms. The fourth paragraph is voided and replaced by the following: Maintain forms sufficiently mortar -tight to prevent damage that requires repair to the finished product. Where sections of forms will be joined, an offset of 1/16 in. for flat surfaces and 1/8 in. for corners and bends is permitted. Longitudinal form joints in prestressed concrete beams and girders are not permitted except for in the side forms of slab beams, decked slab beams, box beams and x-beams or as shown. Do not allow vertical or horizontal gaps or offsets to exceed 1/4 in. between adjacent sections of built-up end headers. Article 424.3. Construction, Section B. Fabrication, Section 4. Quality of Concrete. The first paragraph is voided and replaced by the following: Provide concrete in accordance with Item 421, "Hydraulic Cement Concrete," except for the following: • Air -entrained concrete will not be required in precast concrete members, unless otherwise shown on the plans. • Use a minimum of 25% Class F fly ash with mix design Option 1 from Section 421.4.A.6, "Mix Design Options," for all precast concrete members. • Do not use mix design Options 6, 7, or 8 from Section 421.4.A.6, "Mix Design Options," for all precast concrete members. For each type of structure or unit, use the class of concrete shown on the plans or in the pertinent Item. 1-1 424---003 02-13 Article 440.2. Materials is supplemented by the following: H. Fibers. When allowed by the plans, supply fibers at the minimum dosage listed on the Material Producer List maintained by the Materials and Pavements Section of the Construction Division. When shown on the plans, use fibers that do not corrode due to carbonation of concrete or the use of deicing salts. I. Stainless Steel. When stainless reinforcing steel is required in the plans, provide deformed steel bars of the types listed in Table 3a and conforming to ASTM A 955, GR 60 or higher. Table 3a Acceptable Tvnes of Deformed Steel Bar UNS Designation S31653 S31803 S24100 S32304 AISI Type 316LN 2205 XM-28 2304 Article 440.3.Construction, Section A. Bending is supplemented by the following: Bend stainless reinforcing steel in accordance with ASTM A955. Article 440.3.Construction, Section C. Storage is supplemented by the following: Do not allow stainless steel reinforcement to be in direct contact with uncoated steel reinforcement, nor with galvanized reinforcement. This does not apply to stainless steel wires and ties. Store stainless steel bar reinforcement separately, off the ground on wooden supports. Article 440.3. Construction, Section D. Splices. The fifth bullet is voided and replaced by the following: • For box culvert extensions with less than 1 ft. of fill, lap the existing longitudinal bars with the new bars as shown in Table 5. For extensions with more than 1 ft. of fill, lap at least 1 ft. 0 in. Article 440.3. Construction, is supplemented by the following: G. Handling and Placing Stainless Steel Reinforcing. Handle, cut, and place stainless steel bar reinforcement using tools that are not used on carbon steel. Do not use carbon steel tools, chains, slings, etc. when handling stainless steel. Use only nylon or polypropylene slings. Cut stainless steel using shears, saws, abrasive cutoff wheels, or torches. Remove any thermal oxidation using pickling paste. Do not field bend stainless steel without approval. Use 16 gauge fully annealed stainless steel tie wire conforming to the material properties listed in 440.2.I. "Stainless Steel". Support all stainless steel on solid plastic, stainless steel, or epoxy coated steel chairs. Do not use uncoated carbon steel chairs in contact with stainless steel. 2-2 440---006 10-11 a. Erection Drawings. Submit 2 copies of erection drawings, including calculations, for approval in accordance with Item 5, "Control of the Work," at least four weeks prior to erecting any portion of railroad underpasses, trusses, field -spliced (welded or bolted) girders, arches, or other members for which erection drawings are required on the plans. Include drawings and calculations for any temporary structures used to support partially erected members. Submit an additional copy of the erection drawings for railroad underpasses. Erection drawings are not required for rolled I- beam units unless otherwise noted on the plans. Prepare erection drawings following the procedures outlined in Section 2.2 of the AASHTO/NSBA Steel Bridge Collaboration S 10.1-2007. As a minimum, include: • plan of work area showing structure location relative to supports and all obstructions; • equipment to be used including allowable load information; • erection sequence for all pieces; • member weights and center of gravity location of pieces to be lifted; • locations of cranes, holding cranes, and temporary supports (falsework), including when to release load from temporary support and holding cranes; • details of falsework including specific bracing requirements with maximum allowable design wind speed clearly indicated; • girder lifting points; • diaphragm and bracing requirements; and • minimum connection requirements when more than the standard requirements. Perform girder erection analysis using UT -Lift and UT -Bridge software available on the Department's website or other suitable commercial software. Certify that temporary stresses in members being erected will not cause permanent damage and that stability is maintained throughout the erection operations. Provide actual input files and output results from UT -Lift and UT -Bridge or graphical and hard copy results from commercial software programs. If site conditions differ from those presented in the erection drawings, revise the drawings to reflect the actual conditions before continuing the work. Article 441.3, "Construction," Section A, "General Requirements," Section 8, "Submerged - Arc Welding (SAW)," is voided and replaced by the following: a. Submerged -Arc Welding (SAW). Provide equipment with automatic guidance capable of maintaining the position of the arc and controlling the speed of travel so that, when once set by the operator, little manipulation is needed. Small adjustments to compensate for acceptable plate waviness, acceptable tilt of flange, etc. will be permitted. Do not use hand-held semiautomatic SAW for welding bridge members unless altered to provide automatic guidance to otherwise approve. b. Flux Cored Arc Welding (FCAW). Flux Cored Arc Welding is permitted on web to flange welds provided an external shielding gas is used. 2-4 441---008 03-13 plate girders and railroad underpasses, and rigid frames. Field -bolted crossframes and rolled - section diaphragms do not require shop assembly. Complete fabrication, welding (except for shear studs), and field splice preparation before members are removed from shop assembly. Obtain approval for any deviation from this procedure. The Contractor is responsible for accurate geometry. Article 441.3, "Construction," Section K, "Field Erection." is supplemented by the following: Do not lift and place any steel member, including girders and diaphragms, over an open highway or other open travel way unless otherwise approved. Do not allow traffic to travel under erected members until sufficiently stable as shown on approved erection drawings. Article 441.3, "Construction," Section K, "Field Erection," Section 1. "Methods and Equipment." The second paragraph is voided and replaced by the following: Securely tie, brace, or shore steel beams or girders immediately after erection as shown on the plans and erection drawings. Maintain bracing or shoring until the diaphragms are in place and as specified in the erection drawings. Protect railroad, roadway, and marine traffic underneath previously erected girders or beams from falling objects associated with other construction activities. Article 441.3, "Construction," Section K, "Field Erection," Section 2. "Falsework," is voided and replaced by the following: Construct falsework in accordance with the erection plan. Construct foundations for shore towers as shown on erection drawings. Do not use timber mats with deteriorated timbers or soil to construct shore tower foundations. Notify Engineer of completed falsework to obtain approval prior to opening roadway to traffic or starting girder erection activities. Insure falsework is protected from potential vehicle impact. Inspect and maintain falsework daily as directed. 4-4 441---008 03-13 2004 Specifications SPECIAL PROVISION 447---002 Structural Bolting For this project, Item 447, "Structural Bolting," of the Standard Specifications is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 447. Section 4. Construction, Section C. Preparation of Faying Surfaces. The second paragraph is voided and replaced by the following: Perform blast -cleaning or painting of faying surfaces in accordance with Item 446, "Cleaning and Painting Steel." Provide an SSPC-SP 10 blast cleaning prior to shipment if surfaces to be in contact after final bolting will be left unpainted. Do not wire -brush uncoated faying surfaces. Roughen galvanized faying surfaces by hand wire -brushing. For main girder splices, perform a brush -blast to provide an SSPC-SP 6 finish not sooner than 48 hours prior to assembling the connection unless otherwise approved. Article 447.4. Construction, Section D. Bolt Installation, Section 3. Tension Bolts is supplemented by the following: Tension all bolts in a connection within 10 days of installation. Bolts not tensioned within 10 days of installation are subject to field R-C testing. Relubricate or replace any installed bolts that do not have sufficient lubrication as determined by the field R-C test. Article 447.4. Construction, Section E. Bolt Tensioning, Section 1. Turn -of -the -Nut Method, Table 2. Note 1 below Table 2 is voided and replaced by the following: 1. Nut rotation is relative regardless of the element (nut or bolt) being turned. The tolerance is —0°, +30° for bolts installed by 1/2 turn or less and —0°, +45° for bolts installed by 2/3 turn or more. 1-1 447---002 10-05 2004 Specifications SPECIAL PROVISION 450---001 Railing For this project, Item 450, "Railing," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 450.2. Materials is supplemented with the following: Where epoxy anchors are allowed or required, provide an approved Type III, Class C epoxy in accordance with DMS-6100, "Epoxies and Adhesives," for installing drilled and epoxied rail anchorage reinforcement or rail anchor bolts. Use other materials if shown in the plans. Provide only dual cartridge epoxy systems mixed with a static mixing nozzle supplied by the epoxy adhesive manufacturer and dispensed with a tool supplied by the epoxy adhesive manufacturer. Do not use bulk epoxies. Drill and install anchorage reinforcement or anchor bolts to the embedment depth shown in the plans or the depth recommended by the manufacturer, whichever is deeper. No additional payment will be made for providing embedment deeper than shown in the plans. If no resistance or embedment depth is specified in the plans, select an embedment depth capable of developing the yield strength of the steel anchor. Article 450.3. Construction, Section B. Concrete Railing. The last paragraph is voided and replaced by the following: Obtain approval to slipform railing. Slipforming equipment must be approved. Do not slipform railing with cast -in -place anchor bolts unless noted otherwise. Provide additional reinforcing, at Contractor's expense, as needed to prevent movement of the reinforcement cage. Clear cover and epoxy coating requirements for additional reinforcement are the same as shown for the rail reinforcement. The rail reinforcing cage may be tack welded to the rail anchorage reinforcement provided the rail and anchorage reinforcement are not epoxy coated and weld locations measured along the rail are no closer than 3 ft. If epoxy coated reinforcement is required for the railing proposed to be slipformed, tie all bar intersections. Provide a wire line to maintain vertical and horizontal alignment of the slipform machine. Attach a grade line gauge or pointer to the machine so a continuous comparison can be made between the rail being placed and the established grade line. Rails or supports at the required grade are allowed instead of sensor controls. Prior to placing concrete, make one or more passes with the slipform over the rail segment to ensure proper operation and maintenance of grades and clearances. Provide slipformed rail within a vertical and horizontal alignment tolerance of +/- 1/4 in. in 10 ft. Construct rail with a smooth and uniform appearance. Consolidate concrete so it is free of honeycomb. Provide concrete with a consistency that will maintain the shape of the rail without support. Minimize starting and stopping of the slipform operation by ensuring a continuous supply of concrete. 1-2 450---001 07-09 2004 Specifications SPECIAL PROVISION 462---015 Concrete Box Culverts and Storm Dains For this project, Item, 462, "Concrete Box Culverts and Storm Drains," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 462.2. Materials, Section A. General. The last two paragraphs are voided and replaced by the following: Furnish material for machine -made precast boxes in accordance with DMS-7310, "Reinforced Concrete Pipe and Machine -Made Precast Box Culvert Fabrication and Plant Qualification." Article 462.2. Materials, Section B. Fabrication, 3. Machine -Made Precast is voided and replaced by the following: Machine -made precast box culvert fabrication plants must be approved in accordance with DMS-7310, "Reinforced Concrete Pipe and Machine -Made Precast Box Culvert Fabrication and Plant Qualification." The Construction Division maintains a list of approved machine -made precast box culvert plants. Fabricate machine -made precast boxes in accordance with DMS-7310. Article 462.2. Materials, Section C. Testing, 2. Formed Precast is voided and replaced by the following: Make, cure, and test compressive test specimens in accordance with Tex-704-I. Article 462.2 Materials, Section C. Testing, 3. Machine -Made Precast is voided and replaced by the following: Make, cure, and test compressive test specimens in accordance with DMS-7310. Article 462.2. Materials, Section D. Lifting Holes. The first paragraph is voided and replaced by the following: For precast boxes, provide no more than 4 lifting holes in each section. Lifting holes may be cast, cut into fresh concrete after form removal, or drilled. Provide lifting holes of sufficient size for adequate lifting devices based on the size and weight of the box section. Do not use lifting holes larger than 3 in. in diameter. Do not cut more than 5 in. in any direction of reinforcement per layer for lifting holes. 1-3 462---015 04-12 Article 462.2. Materials, Section H. Storage and Shipment. The following paragraph is added: Store and ship machine -made precast boxes in accordance with DMS-7310, "Reinforced Concrete Pipe and Machine -Made Precast Box Culvert Fabrication and Plant Qualification." Article 462.3 Construction, Section C. Jointing. The first paragraph is voided and replaced by the following: Unless otherwise shown on the plans, use any of the jointing materials in accordance with the joint requirements specified in Item 464, "Reinforced Concrete Pipe." Rubber gasketed joints may be substituted for tongue and groove joints, provided they meet the requirements of ASTM C 1677 for design of the joints and permissible variations in dimensions. 3-3 462---015 04-12 Article 464.2. Materials, Section D. Markings. The first paragraph is voided and replaced by the following: Furnish each section of reinforced concrete pipe marked with the following information specified in DMS-7310, "Reinforced Concrete Pipe and Machine -Made Precast Concrete Box Culvert Fabrication and Plant Qualification": • class or D-Load of pipe, • ASTM designation, • date of manufacture, • pipe size, • name or trademark of fabricator and plant location, • designated fabricator's approval stamp, • pipe to be used for jacking and boring (when applicable), and • designation "SR" for pipe meeting sulfate -resistant concrete plan requirements (when applicable). Article 464.2. Materials, Section E. Inspection is voided and replaced by the following: Provide access for inspection of the finished pipe at the project site before and during installation. Article 464.2. Materials, Section F. Causes for Rejection is voided and replaced by the following: Individual section of pipe may be rejected for any of the conditions stated in the Annex of DMS-7310, "Reinforced Concrete Pipe and Machine -Made Precast Concrete Box Culvert Fabrication and Plant Qualification." Article 464.2. Materials, Section G. Repairs is voided and replaced by the following: Make repairs if necessary as stated in the Annex of DMS-7310, "Reinforced Concrete Pipe and Machine -Made Precast Concrete Box Culvert Fabrication and Plant Qualification." Article 464.2. Materials, Section H. Rejections is voided and not replaced. 2-2 464---006 04-12 2004 Specifications SPECIAL PROVISION 476---003 Jacking, Boring, or Tunneling Pipe or Box For this project, Item 476, "Jacking, Boring, or Tunneling Pipe or Box," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 476.3. Construction, Section A. Jacking. The third paragraph is voided and replaced by the following: Ensure that excavation for the underside of the pipe for at least 1/3 of the circumference of the pipe conforms to the contour and grade of the pipe. Ensure that the excavation for the bottom slab of the box conforms to the grade of the box. If desired, over excavate to provide not more than 2 in. of clearance for the upper portion of the pipe or box. Taper this clearance to zero at the point where the excavation conforms to the contour of the pipe or box. When jacking of pipe has begun, the operation shall be carried on without interruption, insofar as practicable, to prevent the pipe from becoming firmly set in the embankment. Pressure -grout any over excavation of more than 1 in. When shown on the plans, pressure -grout between the carrier pipe and casing. Article 476.3. Construction, Section B. Boring. The fifth paragraph is voided and replaced by the following: 1. Larger Diameter Boring Methods. For drainage and large utility borings, use the pilot hole or auger method. Pressure -grout any over excavation of more than 1 in. When shown on the plans, pressure -grout between the carrier pipe and casing. a. Pilot Hole Method. Bore a 2 in. pilot hole the entire length of the crossing, and check it for line and grade on the opposite end of the bore from the work shaft. This pilot hole will serve as centerline for the larger diameter hole to be bored. b. Auger Method. Use a steel encasement pipe of the appropriate diameter equipped with a cutter head to mechanically perform the excavation. Use augers of sufficient diameter to convey the excavated material to the work shaft. 2. Electrical and Communication Conduit Boring. For electrical and communication conduit borings, limit over excavation to the dimensions shown in Table 1. Increased boring diameters will be allowed for outer diameters of casing and couplings. Pressure grouting will not be required for electrical and communication conduit borings. 1-2 476---003 07-11 2004 Specifications SPECIAL PROVISION 492---001 Timber Preservative and Treatment For this project, Item 492, "Timber Preservative and Treatment," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 492.2 Materials. Table 1 Minimum Retention of Preservative is voided and replaced by the following: Table 1 Minimum Retention of Preservative Product Creosote (lb./cu. ft.) Creosote— Coal Tar Solution (lb./cu. ft.) Pentachlorophenol (lb./cu. ft.) Copper Naphthenate (Ib./cu. ft.) ACAt or CCA2 (lb./cu. ft.) AWPA Standard for Treatment AWPA Preservative Standard P1/P13 P2 P8/P9 P8/P9 P5 Timber piling for land or freshwater use, including foundation piles3 12 0.6 0.10 C3 Timber piling for use in coastal waters3 20 20 C 18 Round guard fence posts4 10 0.5 0.069 0.5 C14 Rectangular guard fence posts4 12 0.6 0.075 0.5 C14 Guard fence blocks4 10 0.5 0.069 0.5 C14 Wire fence posts (round)4 8 0.4 0.055 0.4 C5 Sign posts4 10 0.5 0.060 0.4 C14 Timber and lumbers 12 0.6 0.075 0.6 C14 Structural glued laminated timber6 10 0.6 0.060 0.47 C28 1 Ammoniacal copper arsenate 2. Chromated copper arsenate 3 Retention determined by assay (0 to 3.0-in. zone except 0 to 2.0-in. zone for foundation piles in land and freshwater use) 4. Retention determined by assay (0 to 1.0-in. zone) 5. Retention determined by assay (0 to 0.6-in. zone for up to 2-in.-thick material, and 0 to 1.0-in. zone for over 2-in.-thick material) 6 Retention determined by assay (0.5 to 1.0-in. zone) 7 Treat individual laminations before gluing 1-1 492---001 03-05 2004 Specifications For Routine Maintenance Contracts Only Fort Worth District SPECIAL PROVISION 502---011 Barricades, Signs and Traffic Handling For this project, Item 502, "Barricades, Signs and Traffic Handling," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 502.2. Construction is supplemented by the the following: For this project, the type of Traffic Control Plan (TCP) provided will be as shown below and in the applicable plan sheets and in the General Notes and Specification Data Sheet(s). Perform all lane closures as required, as necessary or as directed to complete the work. Type Description 1 Main lane or frontage road closures, may include entrance and exit ramps consisting of 1 lane. 2 Main lane or frontage road closures, may include entrance and exit ramps consisting of 2 lanes. 3 Main lane or frontage road closures, may include entrance and exit ramps consisting of 3 lanes. 4. Off -Duty Police Officer with approved vehicle. An Off -Duty Police Officer must be present for all work requiring lane closures to be done at night between the hours of 8:00 p.m. and 5:00 a.m. Closures will not be allowed on designated roadways during special events at the Texas Motor Speedway or as determined by the Engineer. Article 502.3. Measurement is voided and replaced by the following: 502.3. Measurement. This Item will be measured as follows: Type 1 Lane Closure will be measured by the each. Type 2 Lane Closure will be measured by the each. Type 3 Lane Closure will be measured by the each. Type 4 Off -Duty Police Officer with approved vehicle will be measured by the hour. Article 502.4. Payment is voided and replaced by the following: 502.4. Payment. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid at the unit price bid for 1-2 502---011 03-05 2004 Specifications SPECIAL PROVISION 502---033 Barricades, Signs, and Traffic Handling For this project, Item 502, "Barricades, Signs, and Traffic Handling," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 502.4. Payment, Section C. Maximum Total Payment Prior to Acceptance is voided and replaced by the following: C. Maximum Total Payment Prior to Acceptance. The total payment for this Item will not exceed 10% of the total Contract amount before final acceptance in accordance with Article 5.8, "Final Acceptance." The remaining balance will be paid in accordance with Section 502.4.E, "Balance Due." 1-1 502---033 10-07 2004 Specifications SPECIAL PROVISION 512---002 Portable Concrete Traffic Barrier For this project, Item 512, "Portable Concrete Traffic Barrier," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 512.2. Materials. The first paragraph is supplemented by the following: For precast concrete traffic barrier, • Furnish the class of concrete shown on the plans. Air -entrained concrete will not be required, unless otherwise shown on the plans. • Use a minimum of 25% Class F fly ash with mix design Option 1 from Section 421.4.A.6, "Mix Design Options." • Do not use mix design Options 6, 7, or 8 from Section 421.4.A.6., "Mix Design Options." Article 512.3. Construction. The second sentence of the first paragraph is voided and replaced by the following: Multi -project fabrication plants as defined in Item 424, "Precast Concrete Structures (Fabrication)" that produce concrete traffic barrier, except temporary barrier furnished and retained by the Contractor, must be approved in accordance with DMS-7350, "Qualification Procedure for Multi -Project Fabrication Plants of Precast Concrete Traffic Barrier." 1-1 512---002 06-09 2004 Specifications SPECIAL PROVISION 530---006 Intersections, Driveways, and Turnouts For this project, Item 530, "Intersections, Driveways, and Turnouts," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 530.5. Payment. The first paragraph is voided and replaced by the following: 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 for "Intersections," "Driveways," "Turnouts," "Intersections, Driveways, and Turnouts," or "Driveways and Turnouts" of the surface specified. 1-1 530---006 08-12 2004 Specifications SPECIAL PROVISION 540---031 Metal Beam Guard Fence For this project, Item 540, "Metal Beam Guard Fence," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 540.2. Materials, Section A. Metal Beam Rail Elements. The first paragraph is replaced by the following: Furnish new metal beam rail elements for rail, terminal anchor sections, transitions and downstream anchor terminal that meet the requirements of Table 1. The third paragraph is replaced by the following: Furnish metal beam rail elements from a manufacturer on the Department's approved Material Producer List, entitled "Metal Beam Guard Fence Rail Element Manufacturers." Article 540.2. Materials, Section B. Posts, Section 2. Steel Posts is voided and replaced by the following: 2. Steel Posts. Provide rolled sections conforming to the material requirements of ASTM A 36. Drill or punch posts for standard rail attachment as shown on the plans. Galvanize in accordance with Item 445, "Galvanizing." Low fill culvert posts may be fabricated as galvanized "blanks" with the hole to accept the rail and the final height field fabricated. Treat all exposed post surfaces caused by the field fabrication in accordance with Section 445.3.D. "Repairs." Article 540.2. Materials, Section B. Posts, Table 1, Rail Element Requirements. The section entitled "Markings" is voided and replaced by the following: Markings Permanently mark each metal beam rail element with the information required in AASHTO M 180. Permanently mark all curved sections of metal beam rail element, in addition, with the radius of the curved section in the format "R=xx ft." These additional markings (die -imprinted) must be on the back of the metal beam rail section away from traffic and visible after erection. 1-4 540---031 07-12 F. Downstream Anchor Terminal. Measurement will be by each section, complete in place, consisting of two downstream anchor posts and one 9 ft. — 4 '/2" section of rail element. G. Long Span System. Measurement will be by the foot of fence. Fence shall be measured on the face of the rail in place, from first CRT post in the system to the last CRT post in the system. Article 540.5. Payment. The first paragraph is voided and replaced by the following: 540.5. Payment. The work performed and material furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Metal W-Beam Guard Fence" of the post type specified, "Metal Thrie-Beam Guard Fence" of the post type specified, "Terminal Anchor Section," "Metal Beam Guard Fence Transition" of the type specified, "Metal W-Beam Guard Fence Adjustment," "Metal Thrie-Beam Guard Fence Adjustment," "Terminal Anchor Section Adjustment," "Transition Adjustment," "Short Radius," "Driveway Terminal Anchor Section, "Downstream Anchor Terminal," or "Metal Beam Guard Fence (Long Span System)." When weathering steel is required, Type IV will be specified. Article 540.5. Payment, Section C. Transition is voided and replaced by the following: C. Transition. The price bid for "Metal Beam Guard Fence Transition" is full compensation for furnishing nested sections of thrie-beam; nested sections of W-beam; thrie-beam-to-W-beam transitional rail piece, posts, concrete, curb, and connections to W-beam guard fence and bridge rails; thrie-beam terminal connectors and terminal connectors; excavation and backfilling; and equipment, labor, tools, and incidentals. Article 540.5. Payment is supplemented by the following: E. Short Radius. The price bid for "Short Radius" is full compensation for furnishing special rail fabricated metal beam guard fence, controlled release terminal (CRT) posts, materials, hauling, erection, blocks, driving posts, excavating, backfilling, equipment, labor, tools, and incidentals. F. Driveway Terminal Anchor Section. The price bid for "Driveway Terminal Anchor Section " is full compensation for furnishing the rail element, driveway anchor assembly, driveway terminal anchor post, and foundations; installing the rail element anchor assembly and the driveway terminal anchor post and foundations; excavation and backfilling; and equipment, labor, tools, and incidentals. G. Downstream Anchor Terminal. The price bid for "Downstream Anchor Terminal" is full compensation for furnishing the rail element, w-beam end section, guardrail anchor bracket, shelf angle bracket, channel strut, downstream anchor posts, Breakaway Cable Terminal (BCT) cable anchor assembly, and foundations; installing the BCT cable anchor assembly and the downstream anchor post and foundations; excavation and backfilling; and equipment, labor, tools, and incidentals. 3-4 540---031 07-12 2004 Specifications SPECIAL PROVISION 544---001 Guardrail End Treatments For this project, Item 544, "Guardrail End Treatments," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 544.5 Payment. The first sentence is voided and replaced by the following: The work performed and the materials furnished in accordance with this Item and measured as provided for under "Measurement" will be paid for at the unit price bid for "Guardrail End Treatment (Install,)" of the post and type specified where applicable, "Guardrail End Treatment (Move and Reset), or "Guardrail End Treatment (Remove)." 1-1 544---001 10-04 2004 Specifications SPECIAL PROVISION 610---015 Roadway Illumination Assemblies For this project, Item 610, "Roadway Illumination Assemblies," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 610.2. Materials. The fourth paragraph is voided and replaced by the following: Do not provide shop drawings for complete assemblies that are fabricated in accordance with this Item and standard details shown on the plans. Electronically submit shop drawings for optional multi -sided steel pole designs, optional aluminum pole designs, and non-standard designs required when basic wind speeds and/or pole base mounting heights at the installation locations are in excess of that shown on the Roadway Illumination Pole (RIP) standard. Manufacturers may request that the Department add the shop drawings and design calculations they submit for this Item to a pre -approved list of optional and non-standard pole designs. The submittal requirements and procedures for these optional and non-standard illumination pole shop drawings and calculations are linked to the "Shop Drawings" page located online at: http://www.dot.state.tx.us/business/contractors_ consultants/bridge/shop drawings/default. htm 1-1 610---015 07-12 2004 Specifications SPECIAL PROVISION 624---014 Ground Boxes For this project, Item 624, "Ground Boxes," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 624.1. Description is voided and replaced by the following: Construct, furnish, and install ground boxes complete with lids. Remove existing ground boxes. Article 624.2 Construction and Materials. The first paragraph is voided and replaced by the following: Provide new materials that comply with the details shown on the plans and meet the following requirements: • Construct cast -in -place concrete ground boxes and aprons in accordance with Item 420, "Concrete Structures," and Item 440, "Reinforcing Steel." • Provide fabricated precast polymer concrete ground boxes, and precast concrete ground boxes that comply with DMS-11070, "Ground Boxes." • Construct a concrete apron, when shown on the plans, in accordance with Item 432, "Riprap," and Item 440, "Reinforcing Steel." Article 624.2. Construction and Materials is supplemented by the following: Remove existing ground boxes to at least 6 in. below the conduit level. Uncover conduit to a sufficient distance so that 90 degree bends can be removed and conduit reconnected. Clean the conduit in accordance with Item 618, "Conduit" and pull, splice, or terminate new conductors as indicated in the plans. Cleaning of conduit is subsidiary to this Item. Pulling, splicing, or terminating conductors will be paid under Item 620, "Electrical Conductors." Backfill area to ground level with acceptable material upon completing adjacent work related to conduit and conductors. Article 624.3. Measurement is voided and replaced by the following: This Item will be measured by each ground box complete in place or by each ground box removed. Article 624.4. Payment is voided and replaced by the following: 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 for "Ground Boxes" of the types and sizes specified and for "Remove Existing Ground Boxes." This price is full compensation for excavating and backfilling; constructing, furnishing, installing, and removing the ground boxes and concrete aprons when required; and equipment, labor, materials, tools, and incidentals. 1-1 624-014 10-10 2004 Specifications SPECIAL PROVISION 636---014 Aluminum Signs For this project, Item 636, "Aluminum Signs," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 636.1. Description is voided and replaced by the following: • Installation. Furnish, fabricate, and erect signs. Sign supports are provided for under other Items. • Replacement. Replace existing signs on existing sign supports. • Refurbishing. Refurbish existing signs on existing sign supports. Article 636.2. Materials, Section A. Sign Blanks is voided and replaced by the following: A. Sign Blanks. Furnish sign blank substrates in accordance with DMS-7110, "Aluminum Sign Blanks" or DMS-8305, "Fiberglass Sign Substrate," and in accordance with the types shown on the plans. Use single -piece sheet -aluminum substrates for Type A (small) signs. Use either extruded aluminum or fiberglass substrates for Type G (ground -mounted) or Type 0 (overhead -mounted) signs as shown on the plans. Article 636.2. Materials, Section B. Sign Face Reflectorization is supplemented by the following: Ensure that sign legend, symbols, borders, and background exhibit uniform color, appearance, and retroreflectivity when viewed both day and night. Article 636.2. Materials, Section C. Sign Messages. The last two bullets are voided and replaced by the following: • Fabricate non -reflective black film legend from materials meeting DMS-8300. • Furnish direct -applied route markers and other attachments within the parent sign face, unless otherwise specified in the plans. Article 636.2. Materials, Section D. Hardware is supplemented by the following: Furnish sign hardware for fiberglass signs in accordance with the fiberglass substrate manufacturer's recommendations. Article 636.3. Construction, Section A. Fabrication, Part 1. Sign Blanks. The first paragraph is voided and replaced by the following: 1-3 636---014 10-08 Article 636.3. Construction, Section H. Documentation is added. H. Documentation. Provide a notarized original of the Signing Material Statement (Form 2273) with the proper attachments for verification of compliance. Article 636.5. Payment. The first paragraph is voided and replaced by the following: 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 for "Aluminum Signs," "Fiberglass Signs," "Signs," "Replacing Existing Aluminum Signs," "Replacing Existing Fiberglass Signs," "Refurbishing Aluminum Signs," or "Refurbishing Fiberglass Signs," of the type specified. Article 636.5. Payment, Section B. Replacement is voided and replaced by the following: B. Replacement. This price is full compensation for: furnishing and installing new aluminum or fiberglass signs and hardware; removal of existing signs; fabrication of sign panels; treatment of sign panels required before application of the background materials; application of the background materials and messages to the sign panels; furnishing and fabricating frames, wind beams, stiffeners, or required joint backing strips; furnishing bolts, rivets, screws, fasteners, clamps, brackets, and sign support connections; assembling and erecting the signs; preparing and cleaning the signs; salvaging and disposing of unsalvageable material; and equipment, materials, labor, tools, and incidentals. 3-3 636---014 10-08 Table 1 Decal Description Row Explanation ricator 2 — Month Fabricated lg sated .. 4 — Last Digit of Year Fabricated 6 — Film (colored transparent or non -reflective black) or Screen Ink Manufacturer end. 8 — Tens digit of Date Installed 10 — Month Installed 12 — Last Digit of Year Installed Article 643.3. Construction, Section A. Sign Fabricator. Replace the first bullet with the following: • "C" if fabricated by a commercial sign fabricator or "T" if fabricated by the Department or the Texas Department of Criminal Justice, Article 643.3. Construction, Section A. Sign Fabricator. Replace the last bullet with the following: • sheeting, film, and ink manufacturers (codes for these manufacturers are located in the Department's approved Material Producer List, "Sign Face Materials") Article 643.3. Construction, Section B. Contractor. This section is voided and not replaced. 2-2 643---001 03-09 2004 Specifications For Routine Maintenance Contracts Only SPECIAL PROVISION 666---001 Reflectorized Pavement Markings For this project, Item 666, "Reflectorized Pavement Markings," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 666.5. Measurement. The second paragraph is voided and not replaced. 1-1 666---001 05-04 2004 Specifications SPECIAL PROVISION 672---034 Raised Pavement Markers For this project, Item 672, "Raised Pavement Markers," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 672.2. Materials, Section B. Adhesives is supplemented by the following: • The Contractor may propose alternate adhesive materials for consideration and approval by the Engineer. Article 672.3. Construction. The sixth paragraph is voided and replaced by the following: Use the following adhesive materials for placement jiggle bar tile, reflectorized pavement markers, and traffic buttons unless otherwise shown on the plans: • standard or flexible bituminous adhesive for applications on bituminous pavements. • epoxy adhesive or flexible bituminous adhesive for applications on hydraulic cement concrete pavements. Use epoxy adhesive for plowable reflectorized pavement markers. Article 672.3. Construction is supplemented by the following: Provide a 30-day performance period that begins the day following written acceptance for each separate location. The date of written acceptance will be the last calendar day of each month for the RPMs installed that month for the completed separate project locations. This written acceptance does not constitute final acceptance. Replace all missing, broken or non -reflective RPMs. Visual evaluations will be used for these determinations. Upon request, the Engineer will allow a Contractor representative to accompany the Engineer on these evaluations. The Engineer may exclude RPMs from the replacement provisions of the performance, provided the Engineer determines that the failure is a result of causes other than defective material or inadequate installation procedures. Examples of outside causes are extreme wear at intersections, damage by snow or ice removal, and pavement failure. Replace all missing or non -reflective RPMs identified during the performance period within 30 days after notification. The end of the performance period does not relieve the Contractor from the performance deficiencies requiring corrective action identified during the performance period. 1-3 672---034 08-08 RPMs INSTALLATION RECORD The 30 day performance period begins the day after written acceptance for each separate location. The date of written acceptance will be the last calendar day of each month for the RPMs installed that month for the completed separate project locations. COUNTY HIGHWAY CONTROL PROJECT LIMITS FROM LIMITS TO MONTH/YR OF INSTALLATION Contractor signature Department signature 3-3 Date Date 672---034 08-08 2004 Specifications SPECIAL PROVISION 682---003 Vehicle and Pedestrian Signal Heads For this project, Item 682, "Vehicle and Pedestrian Signal Heads," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 682.2. Materials, Section B. General. The first and second paragraphs are voided and replaced by the following: Provide vehicle signal heads in accordance with DMS-11120, "Vehicle Signal Heads" and DMS-11121, "12 Inch LED Traffic Signal Lamp Unit." Provide vehicle signal heads from manufacturers prequalified by the Department. The Traffic Operations Division maintains a list of prequalified vehicle signal head manufacturers. Provide pedestrian signal heads in accordance with DMS-11130, "Pedestrian Signal Heads," and DMS-11131, "Pedestrian LED Countdown Signal Modules." Provide pedestrian signal heads from manufacturers pre -qualified by the Department. The Traffic Operations Division maintains a list of pre -qualified pedestrian signal head manufacturers. 682---003 08-12 2004 Specifications SPECIAL PROVISION 687---004 Pedestal Pole Assemblies For this project, Item 687, "Pedestal Pole Assemblies," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 687.2. Materials is supplemented by the following: C. Pedestrian Push Button Pole Assembly. Provide diameter as shown in the plans, schedule 40 steel pipe or tubing, aluminum pipe (alloy 6061-T6), or rigid metal conduit. Do not use aluminum conduit. Galvanize pedestrian push button post in accordance with Item 445, "Galvanizing," unless otherwise shown on the plans. Article 687.3 Construction. The second and third paragraphs are voided and replaced by the following: B. Installation. Install pedestal pole assemblies and pedestrian push button pole assemblies as shown on the plans or as directed. Pedestal pole assemblies include foundation, pole shaft, base, anchor bolts, anchor bolt nuts, anchor bolt template, shims, and miscellaneous components. Pedestrian push button post assemblies include foundation, pole, pedestrian button and post cap and pedestrian sign. C. Painted Finish. When required, paint pedestal pole and pedestrian push button post assemblies in accordance with details shown on the plans. Article 687.4 Measurement is voided and replaced by the following: This Item will be measured by each pedestal pole assembly or each pedestrian push button post assembly." Article 687.5 Payment is voided and replaced by the following: 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 for "Pedestal Pole Assembly" or by the unit bid price for "Pedestrian Push Button Post Assembly." 1-1 687---004 02-10 2004 Specifications SPECIAL PROVISION TO SPECIAL SPECIFICATION 6266--017 Video Imaging Vehicle Detection System For this project, Special Specification Item 6266, "Video Imaging Vehicle Detection System," is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 1. Description. The second paragraph is voided and replaced by the following: A VIVDS configuration for a single intersection will consist of variable focal length cameras, VIVDS card rack processor system, and all associated equipment required to setup and operate in a field environment including a video monitor and/or laptop (if required), connectors and camera mounting hardware. Article 6. Camera Assembly, Section B. Camera and Lens Assembly. Section 2 is voided and replaced by the following: 2. The enclosure must allow the camera to operate satisfactorily over an ambient temperature range from -30°F to +140°F while exposed to precipitation as well as direct sunlight. 1-1 6266--017 07-09 2004 Specifications This specification requires approval from the Director of the Materials and Pavements Section of CST prior to use. CSJ 1601-01-018, 1601-02-023, 1068-05-009, 0014-16-255, 0079-08-001, 0171-05-081, 0843-02-012 & 2635-02-022 SPECIAL SPECIFICATION 2012 Quality Compaction Using Intelligent Compaction Rollers 1. Description. Construct subgrade soil (treated or untreated) and flexible base using intelligent compaction (IC) rollers. This work shall consist of compacting these materials with a roller equipped with a measurement and documentation system that allows for measuring and recording of the compaction parameters and the roller location by a Global Positioning System (GPS). Develop and implement a project specific Quality Control procedure for material construction that is based on the roller compaction parameters, moisture, density, and other Quality Control practices, and that will provide ongoing Quality Control data to the Engineer. 2. Materials. Furnish uncontaminated materials of uniform quality that meet the requirements of the plans and specifications in accordance with Item 110, "Excavation;" Item 132, "Embankment;" Item 247, "Flexible Base;" Item 251, "Reworking Base Courses;" Item 260, "Lime Treatment (Road -Mixed);" Item 263, "Lime Treatment (Plant -Mixed);" Item 265, "Fly Ash or Lime -Fly Ash Treatment (Road -Mixed);" Item 275, "Cement Treatment (Road -Mixed);" and Item 276, "Cement Treatment (Plant -Mixed)." Notify the Engineer of the proposed material sources. Notify the Engineer before changing any material source. The Engineer may sample and test project materials at any time throughout the duration of the project to assure specification compliance. Use Tex-100-E for material definitions. 3. Equipment. Furnish machinery, tools, and equipment necessary for proper execution of the work in accordance with the plans and the applicable Specification Items listed in "Materials." Provide self-propelled IC rollers in accordance with the approved IC roller list shown on the Department's Approved Product List, "Intelligent Compaction Rollers." All IC rollers shall have capability to measure and record compaction parameters in an ASCII (American Standard Code for Information Interchange) format data file. At a minimum, the following data shall be contained in the measurement pass data files: • Machine Model • Machine Type • Drum Width 1-4 2012 03-13 Before constructing the first course, complete a control strip using the IC roller to determine the level of compaction necessary to achieve 100% of the maximum dry density in accordance with Tex-113 or 114-E depending on the materials being compacted, unless otherwise shown on the plans. b) Complete at least one control strip to establish a rolling pattern for each layer of material. Construct additional control strips whenever a change is made in the source, gradation, type of subgrade, type of base aggregate, layer thickness, or as directed by the Engineer. Leave each control strip in place to become part of the project. Unless the Engineer approves otherwise, construct the control strip to a minimum length of 500 feet and to the full width of the material course. Place the material in lifts and limit the thickness of compacted material to 8 in., unless otherwise approved by the Engineer. Use the same IC roller and procedures intended for the construction of the remainder of the courses. c) After two passes of the IC roller, mark and take three density and moisture content measurements in accordance with Tex-115-E, Part I at randomly selected test sites at least 2 feet from the edge of the material course. Take additional density and moisture content measurements at the three original locations after every 2 subsequent passes of the roller. d) Continue to compact the control strip until 100 % of the target maximum dry density is obtained. The Engineer will witness the tests and confirm the material achieves the density requirements. e) The Engineer will determine the seismic modulus at the same locations on respective measurement passes as for density measurements. Determine and record IC compaction parameters (mapping) immediately before density, moisture, and seismic modulus tests are performed. f) Determine the moisture content of the material at the beginning of and during compaction in accordance with Tex-103-E, Part I or Tex-115-E. Maintain moisture during compaction at not less than 1 percentage point below the optimum moisture content determined by Tex-113-E. Proof roll the finished courses over the full width of the course using the same IC rollers throughout the project. Provide the Engineer both printed and electronic copies of the compaction data files in ASCII format before placing successive courses. g) 2) Project Compaction. Compact the materials in one lift using density control unless otherwise shown on the plans. Compact the materials in accordance with the plans and the applicable Specification Items listed in "Materials." a) The Engineer will determine the in -place seismic modulus after compaction in accordance with Tex-147-E. b) Proof roll the finished courses over the full width of the course using the same IC rollers throughout the project. Provide the Engineer both the printed and electronic compaction data files in ASCII format. 3-4 2012 03-13 2004 Specifications CSJ 0902-48-775 SPECIAL SPECIFICATION 2120 City of Fort Worth Water Utilities . Description. This Section will govern the installation of water facilities owned by the City of Fort Worth. The Contractor and approved Subcontractors will construct all required utility adjustments within the limits of this project including any peripheral adjustments that may not have been discovered during the design process. Any references in this specification to the City approving, directing or accepting shall be construed to mean the Engineer. These adjustments shall be paid for directly as detailed below: 2120.2001 36" Casing By Open Cut — per Linear Foot 2120.2002 36" Casing By Other Than Open Cut — per Linear Foot 2120.2003 24" DIP Water (Restrained Joints) — per Linear Foot 2120.2004 24" Gate Valve w/ Vault — per Each 2120.2005 10" Gate Valve — per Each 2120.2006 6" Blow Off Valve — per Each 2120.2007 Exploratory Excav of Exist Utilities — per Each 2120.2008 Trench Safety — per Linear Foot 2120.2010 Ductile Iron Water Fittings w/ Restraint — per Ton 2120.2011 Concrete Pavement Repair, Residential — per Square Yard 2120.2012 Water Line Grouting — per Cubic Yard 2120.2013 24" Water Abandonment Plug — per Each 2120.2014 Connection to Existing 10" Water Main — per Each 2120.2015 Connection to Existing 24" Water Main — per Each 2120.2016 18" Casing By Other Than Open Cut — per Linear Foot 2120.2017 10" Water Pipe (Restrained Joints) — per Linear Foot 1-3 2120 October 2013 33 11 05 — Bolts, Nuts, and Gaskets 33 11 10 — Ductile Iron Pipe 33 11 11 — Ductile Iron Fittings 33 11 12 — Polyvinyl Chloride (PVC) Pressure Pipe 33 12 20 — Resilient Seated (Wedge) Gate Valve 33 12 25 — Connection to Existing Water Mains 3-3 2120 October 2013 1 1.2 PRICE AND PAYMENT PROCEDURES 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 A. Utility Lines 1. Abandonment of Utility Line by Grouting a. b. c. 024114-2 UTILITY REMOVAUABANDONMENT Page 2 of 16 Measurement 1) Measurement for this Item shall be per cubic yard of existing utility line to be grouted. Measure by tickets showing cubic yards of grout applied. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price per cubic yard of "Line Grouting" for: a) Various types of utility line The price bid shall include: 1) Low density cellular grout or CLSM 2) 3) 4) 5) 6) 7) 8) Water Pavement removal Excavation Hauling Disposal of excess materials Furnishing, placement and compaction of backfill Clean-up 21 2. Utility Line Removal, Separate Trench 22 a. Measurement 23 1) Measurement for this Item shall be per linear foot of existing utility line to 24 be removed. 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under "Measurement" shall be paid for at the 28 unit price bid per linear foot of "Remove Line" for: 29 a) Various types of existing utility line 30 b) Various sizes 31 c. The price bid shall include: 32 1) Removal and disposal of existing utility pipe 33 2) Pavement removal 34 3) Excavation 35 4) Hauling 36 5) Disposal of excess materials 37 6) Furnishing, placement and compaction of backfill 38 7) Clean-up 39 40 41 42 43 44 45 46 47 3. Utility Line Removal, Same Trench a. Measurement 1) This Item is considered subsidiary the proposed utility line being installed. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the installation of proposed utility pipe and shall be subsidiary to the unit price bid per linear foot of pipe complete in place, and no other compensation will be allowed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 024114-4 UTILITY REMOVAL/ABANDONMENT Page 4 of 16 1 c. The price bid shall include: 2 1) Furnishing and installing pressure plug 3 2) Pavement removal 4 3) Excavation 5 4) Hauling 6 5) Disposal of excess material 7 6) Gaskets 8 7) Bolts and Nuts 9 8) Furnishing, placement and compaction of embedment 10 9) Furnishing, placement and compaction of backfill 11 10) Disinfection 12 11) Testing 13 12) Clean-up 14 2. Abandonment of Water Line by Cut and installation of Abandonment Plug 15 a. Measurement 16 1) Measurement for this Item shall be per each cut and abandonment plug 17 installed. 18 b. Payment 19 1) The work performed and materials furnished in accordance with this Item 20 and measured as provided under "Measurement" shall be paid for at the 21 unit price bid for each "Water Abandonment Plug" installed for: 22 a) Various sizes 23 c. The price bid shall include: 24 1) Furnishing and installing abandonment plug 25 2) Pavement removal 26 3) Excavation 27 4) Hauling 28 5) CLSM 29 6) Disposal of excess material 30 7) Furnishing, placement and compaction of backfill 31 8) Clean-up 32 3. Water Valve Removal 33 a. Measurement 34 1) Measurement for this Item will be per each water valve to be removed. 35 b. Payment 36 1) The work performed and materials furnished in accordance with this Item 37 and measured as provided under "Measurement" shall be paid for at the 38 unit price bid per each "Remove Water Valve" for: 39 a) Various sizes 40 c. The price bid shall include: 41 1) Removal and disposal of valve 42 2) CLSM 43 3) Pavement removal 44 4) Excavation 45 5) Hauling 46 6) Disposal of excess materials 47 7) Furnishing, placement and compaction of backfill 48 8) Clean-up 49 4. Water Valve Removal and Salvage CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 024114-6 UTILITY REMOVAUABANDONMENT Page 6 of 16 1 7) Furnishing, placement and compaction of backfill 2 8) Clean-up 3 7. Water Meter Removal and Salvage 4 a. Measurement 5 1) Measurement for this Item will be per each water meter to be removed and 6 salvaged. 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 and measured as provided under "Measurement" shall be paid for at the 10 unit price bid per each "Salvage Water Meter" for: 11 a) Various sizes 12 2) If a "Water Meter Service Relocate" is performed in accordance with 13 Section 33 12 10, removal and salvage or disposal of the existing (2-inch or 14 smaller) water meter shall be subsidiary to the cost of the "Water Meter 15 Service Relocate", no other compensation will be allowed. 16 c. The price bid shall include: 17 1) Removal and salvage of water meter 18 2) Delivery to City 19 3) Pavement removal 20 4) Excavation 21 5) Hauling 22 6) Disposal of excess materials 23 7) Furnishing, placement and compaction of backfill 24 8) Clean-up 25 8. Water Sampling Station Removal and Salvage 26 a. Measurement 27 1) Measurement for this Item will be per each water sampling station to be 28 removed. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 and measured as provided under "Measurement" shall be paid for at the 32 unit price bid per each "Salvage Water Sampling Station". 33 c. The price bid shall include: 34 1) Removal and salvage of water sampling station 35 2) Delivery to City 36 3) Pavement removal 37 4) Excavation 38 5) Hauling 39 6) Disposal of excess materials 40 7) Furnishing, placement and compaction of backfill 41 8) Clean-up 42 9. Concrete Water Vault Removal 43 a. Measurement 44 1) Measurement for this Item will be per each concrete water vault to be 45 removed. 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 024114-8 UTILITY REMOVAL/ABANDONMENT Page 8 of 16 1 5) Excavation 2 6) Hauling 3 7) Disposal of excess materials 4 8) Furnishing, placement and compaction of backfill 5 9) Clean-up 6 3. Sanitary Sewer Junction Structure Removal 7 a. Measurement 8 1) Measurement for this Item will be per each sanitary sewer junction 9 structure being removed. 10 b. Payment 11 1) The work performed and materials furnished in accordance with this Item 12 and measured as provided under "Measurement" shall be paid for at the 13 lump sum bid per each "Remove Sewer Junction Box" location. 14 c. The price bid shall include: 15 1) Removal and disposal of junction box 16 2) Removal, salvage and delivery of frame and cover to City. 17 3) Pavement removal 18 4) Excavation 19 5) Hauling 20 6) Disposal of excess materials 21 7) Furnishing, placement and compaction of backfill 22 8) Clean-up 23 D. Storm Sewer Lines and Appurtenances 24 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug 25 a. Measurement 26 1) Measurement for this Item shall be per each cut and abandonment plug to 27 be installed. 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 and measured as provided under "Measurement" shall be paid for at the 31 unit price bid for each "Storm Abandonment Plug" installed for: 32 a) Various sizes 33 c. The price bid shall include: 34 1) Furnishing and installing abandonment plug 35 2) Pavement removal 36 3) Excavation 37 4) Hauling 38 5) CLSM 39 6) Disposal of excess material 40 7) Furnishing, placement and compaction of backfill 41 8) Clean-up 42 2. Storm Sewer Manhole Removal 43 a. Measurement 44 1) Measurement for this Item will be per each storm sewer manhole to be 45 removed. 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 024114-10 UTILITY REMOVAL/ABANDONMENT Page 10 of 16 1 5. Storm Sewer Inlet Removal 2 a. Measurement 3 1) Measurement for this Item will be per each storm sewer inlet to be 4 removed. 5 b. Payment 6 1) The work performed and materials furnished in accordance with this Item 7 and measured as provided under "Measurement" shall be paid for at the 8 unit price bid per each "Remove Storm Inlet" for: 9 a) Various types 10 b) Various sizes 11 c. The price bid shall include: 12 1) Removal and disposal of inlet 13 2) Pavement removal 14 3) Excavation 15 4) Hauling 16 5) Disposal of excess materials 17 6) Furnishing, placement and compaction of backfill 18 7) Clean-up 19 6. Storm Sewer Junction Box Removal 20 a. Measurement 21 1) Measurement for this Item shall be per linear foot of existing storm sewer 22 box to be removed. 23 b. Payment 24 1) The work performed and materials furnished in accordance with this Item 25 and measured as provided under "Measurement" shall be paid for at the 26 unit price bid per linear foot of "Remove Storm Junction Box" for all sizes. 27 c. The price bid shall include: 28 1) Removal and disposal of Storm Sewer Box 29 2) Pavement removal 30 3) Excavation 31 4) Hauling 32 5) Disposal of excess materials 33 6) Furnishing, placement and compaction of backfill 34 7) Clean-up 35 7. Headwall/SET Removal 36 a. Measurement 37 1) Measurement for this Item will be per each headwall or safety end 38 treatment (SET) to be removed. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under "Measurement" shall be paid for at the 42 unit price bid per each "Remove Headwall/SET". 43 c. The price bid shall include: 44 1) Removal and disposal of Headwall/SET 45 2) Pavement removal 46 3) Excavation 47 4) Hauling 48 5) Disposal of excess materials 49 6) Furnishing, placement and compaction of backfill CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 024114-12 UTILITY REMOVAL/ABANDONMENT Page 12 of 16 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED told OWNER -SUPPLIED PRODUCTS [NOT USED] 5 2.2 MATERIALS 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED[ 12 3.4 REMOVAL, SALVAGE, AND ABANDONMENT 13 A. General 14 1. Manhole Abandonment 15 a. All manholes that are to be taken out of service are to be removed unless 16 specifically requested and/or approved by City. 17 b. Excavate and backfill in accordance with Section 33 05 10. 18 c. Remove and salvage manhole frame and cover as coordinated with City. 19 d. Deliver salvaged material to the City. 20 e. Cut and plug sewer lines to be abandoned. 21 f. Backfill manhole void in accordance with City Standard Details. 22 B. Water Lines and Appurtenances 23 1. Water Line Pressure Plugs 24 a. Ductile Iron Water Lines 25 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 26 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance 27 with Section 33 11 11. 28 3) Perform Cut and Plug in accordance with Section 33 12 25. 29 b. PVC C900 and C905 Water Lines 30 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 31 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance 32 with Section 33 11 11. 33 3) Perform Cut and Plug in accordance with Section 33 12 25. 34 c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines 35 1) Excavate, embed, and backfill in accordance with Section 33 05 10 36 2) Plug using: 37 a) A fabricated plug restrained by welding or by a Snap Ring in 38 accordance with Section 33 11 13; or 39 b) A blind flange in accordance with Section 33 11 13 40 3) Perform Cut and Plug in accordance with Section 33 12 25. 41 d. Buried Steel Water Lines CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 024114-14 UTILITY REMOVALJABANDONMENT Page 14 of 16 1 1) Remove and salvage cast iron meter box lid. 2 2) Remove and dispose of any non -cast iron meter box lid. 3 3) Return salvaged material to the Water Department Field Operation Storage 4 Yard. 5 4) Remove and dispose of meter box. 6 10. Water Sample Station Removal and Salvage 7 a. Remove and salvage existing water sample station. 8 b. Deliver salvaged material to the Water Department Field Operation Storage 9 Yard. 10 11. Concrete Water Vault Removal 11 a. Excavate and backfill in accordance with Section 33 05 10. 12 b. Remove and salvage vault lid. 13 c. Remove and salvage valves. 14 d. Remove and salvage meters. 15 e. Deliver salvaged material to the Water Department Field Operation Storage 16 Yard. 17 f. Remove and dispose of any piping or other appurtenances. 18 g. Demolish and remove entire concrete vault. 19 h. Dispose of all excess materials. 20 12. Cathodic Test Station Abandonment 21 a. Excavate and backfill in accordance with Section 33 05 10 22 b. Remove the top 2 feet of the cathodic test station stack and contents. 23 c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. 24 C. Sanitary Sewer Lines and Appurtenances 25 1. Sanitary Sewer Line Abandonment Plug 26 a. Excavate and backfill in accordance with Section 33 05 10. 27 b. Remove and dispose of any sewage. 28 c. Plug with CLSM in accordance with Section 03 34 13. 29 2. Sanitary Sewer Line Abandonment by Grouting 30 a. Excavate and backfill in accordance with Section 33 05 10. 31 b. Dewater and dispose of any sewage from the existing line to be grouted. 32 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 33 or CLSM in accordance with 03 34 13. 34 d. Dispose of any excess material. 35 3. Sanitary Sewer Line Removal 36 a. Excavate and backfill in accordance with Section 33 05 10. 37 b. Cut existing line from the utility system prior to removal. 38 c. Cut any services prior to removal. 39 d. Remove existing pipe line and properly dispose as approved by City. 40 4. Sanitary Sewer Manholes Removal 41 a. All sanitary sewer manholes that are to be taken out of service are to be 42 removed unless specifically requested and/or approved by City. 43 b. Excavate and backfill in accordance with Section 33 05 10. 44 c. Remove and salvage manhole frame and cover. 45 d. Deliver salvaged material to the Water Department Field Operation Storage. 46 e. Demolish and remove entire concrete manhole. 47 f. Cut and plug sewer lines to be abandoned. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 024114-16 UTILITY REMOVAUABANDONMENr 1 9. Storm Sewer Trench Drain Removal 2 a. Excavate and backfill in accordance with Section 33 05 10. 3 b. Remove existing pipe line and dispose as approved by City. 4 3.5 REPAIR / RESTORATION [NOT USED] 5 3.6 RE -INSTALLATION [NOT USED] 6 3.7 FIELD km] SITE QUALITY CONTROL 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 15 16 END OF SECTION 17 Page 16 of 16 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/12 D. Johnson 1.2.C.3.c. — Include Frame and Cover in Payment description Throughout — added abandonment of storm and sewer manholes when requested and/or approved by City CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 024114-2 UTILITY REMOVAL/ABANDONMENT Page 2 of 6 1 b. Remove Asphalt Paving: full compensation for saw cutting, removal, hauling, 2 disposal, tools, equipment, labor and incidentals needed to execute work. For 3 utility projects, this Item shall be considered subsidiary to the trench and no 4 other compensation will be allowed. For utility projects, this Item shall be 5 considered subsidiary to the trench and no other compensation will be allowed. 6 c. Remove Brick Paving: full compensation for saw cutting, removal, salvaging, 7 cleaning, hauling, disposal, tools, equipment, labor and incidentals needed to 8 execute work. For utility projects, this Item shall be considered subsidiary to 9 the trench and no other compensation will be allowed. 10 d. Remove Concrete Curb and Gutter: full compensation for saw cutting, removal, 11 hauling, disposal, tools, equipment, labor and incidentals needed to execute 12 work. For utility projects, this Item shall be considered subsidiary to the trench 13 and no other compensation will be allowed. 14 e. Remove Concrete Valley Gutter: full compensation for saw cutting, removal, 15 hauling, disposal, tools, equipment, labor and incidentals needed to execute 16 work. 17 f. Wedge Milling: full compensation for all milling, hauling milled material to 18 salvage stockpile or disposal, tools, labor, equipment and incidentals necessary 19 to execute the work. 20 g. Surface Milling: full compensation for all milling, hauling milled material to 21 salvage stockpile or disposal, tools, labor, equipment and incidentals necessary 22 to execute the work. 23 h. Butt Milling: full compensation for all milling, hauling milled material to 24 salvage stockpile or disposal, tools, labor, equipment and incidentals necessary 25 to execute the work. 26 i. Pavement Pulverization: full compensation for all labor, material, equipment, 27 tools and incidentals necessary to pulverize, remove and store the pulverized 28 material, undercut the base, mixing, compaction, haul off, sweep, and dispose 29 of the undercut material. 30 j. Remove speed cushion: full compensation for removal, hauling, disposal, 31 tools, equipment, labor, and incidentals needed to execute the work. For utility 32 projects, this Item shall be considered subsidiary to the trench and no other 33 compensation will be allowed. 34 k. No payment for saw cutting of pavement or curbs and gutters will be made 35 under this section. Include cost of such work in unit prices for items listed in 36 bid form requiring saw cutting. 37 1. No payment will be made for work outside maximum payment limits indicated 38 on plans, or for pavements or structures removed for CONTRACTOR's 39 convenience. 40 1.3 REFERENCES 41 A.ASTM International (ASTM): 42 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of 43 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) 44 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 45 1.5 SUBMITTALS [NOT USED] 46 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 024114-4 UTILITY REMOVAL/ABANDONMENT Page 4 of 6 1 5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new, 2 neat, straight line for the purpose of removing the damaged area. 3 C. Remove Concrete Paving and Concrete Valley Gutter 4 1. Sawcut: See 3.4.B. 5 2. Remove concrete to the nearest expansion joint or vertical saw cut. 6 D. Remove Concrete Curb and Gutter 7 1. Sawcut: See 3.4.B. 8 2. Minimum limits of removal: 30 inches in length. 9 E. Remove Asphalt Paving 10 1. Sawcut: See 3.4.B. 11 2. Remove pavement without disturbing the base material. 12 3. When shown on the plans or as directed, stockpile materials designated as 13 salvageable at designated sites. 14 4. Prepare stockpile area by removing vegetation and trash and by providing for 15 proper drainage. 16 F. Milling 17 1. General 18 a. Mill surfaces to the depth shown in the plans or as directed. 19 b. Do not damage or disfigure adjacent work or existing surface improvements. 20 c. If milling exposes smooth underlying pavement surfaces, mill the smooth 21 surface to make rough. 22 d. Provide safe temporary transition where vehicles or pedestrians must pass over 23 the milled edges. 24 e. Remove excess material and clean milled surfaces. 25 f. Stockpiling of planed material will not be permitted within the right of way 26 unless approved by the City. 27 g. If the existing base is brick and cannot be milled, remove a 5 foot width of the 28 existing brick base. See 3.3.G. for brick paving removal. 29 2. Milling Equipment 30 a. Power operated milling machine capable of removing, in one pass or two 31 passes, the necessary pavement thickness in a five-foot minimum width. 32 b. Self-propelled with sufficient power, traction and stability to maintain accurate 33 depth of cut and slope. 34 c. Equipped with an integral loading and reclaiming means to immediately 35 remove material cut from the surface of the roadway and discharge the cuttings 36 into a truck, all in one operation. 37 d. Equipped with means to control dust created by the cutting action. 38 e. Equipped with a manual system providing for uniformly varying the depth of 39 cut while the machine is in motion making it possible to cut flush to all inlets, 40 manholes, or other obstructions within the paved area. 41 f. Variable Speed in order to leave the specified grid pattern. 42 g. Equipped to minimize air pollution. 43 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 024114-6 UTILITY REMOVAL/ABANDONMENT Page 6 of 6 1 4. Compaction: see Section 32 11 33. 2 5. Finishing: see Section 32 11 33. 3 6. Curing: see Section 32 11 33. 4 7. If the existing pavement has a combination of 10 inches of H.M.A.C. and crushed 5 stone/gravel: 6 a. Undercut not required 7 b. Pulverize 10 inches deep. 8 c. Remove 2-inch the total pulverized amount. 9 1. Remove speed cushion 10 1. Scrape or sawcut speed cushion from existing pavement without damaging existing 11 pavement. 12 3.5 REPAIR [NOT USED] 13 3.6 RE -INSTALLATION [NOT USED] 14 3.7 FIELD QUALITY CONTROL [NOT USED] 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 24 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A — modified payment requirements on utility projects CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 03 30 00 - 2 UTILITY REMOVAUABANDONMENT 1 2 3 4 5 Page 2 of 24 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. American Association of State Highway and Transportation (AASHTO): a. M 182, Burlap Cloth Made from Jute or Kenaf. 6 3. American Concrete Institute (ACI): 7 a. ACI 117 Specification for Tolerances for Concrete Construction and Materials 8 b. ACI 301 Specifications for Structural Concrete 9 c. ACI 305.1 Specification for Hot Weather Concreting 10 d. ACI 306.1 Standard Specification for Cold Weather Concreting 11 e. ACI 308.1 Standard Specification for Curing Concrete 12 f. ACI 318 Building Code Requirements for Structural Concrete 13 g. ACI 347 Guide to Formwork for Concrete 14 4. American Institute of Steel Construction (AISC): 15 a. 303, Code of Standard Practice for Steel Buildings and Bridges. 16 5. ASTM International (ASTM): 17 A36, Standard Specification for Carbon Structural Steel. 18 A153, Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel 19 Hardware. 20 A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting 21 Materials for High -Temperature Service and Other Special Purpose 22 Applications. 23 A615, Standard Specification for Deformed and Plain Carbon -Steel Bars for 24 Concrete Reinforcement. 25 A706, Standard Specification for Low -Alloy Steel Deformed and Plain Bars for 26 Concrete Reinforcement. 27 C31, Standard Practice for Making and Curing Concrete Test Specimens in the 28 Field. 29 C33, Standard Specification for Concrete Aggregates. 30 C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 31 Specimens. 32 i. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 33 Beams of Concrete. 34 C94, Standard Specification for Ready -Mixed Concrete. 35 C109, Standard Test Method for Compressive Strength of Hydraulic Cement 36 Mortars (Using 2-inch or {50-milimeter] Cube Specimens) 37 1. C143, Standard Test Method for Slump of Hydraulic -Cement Concrete. 38 m. C171, Standard Specification for Sheet Materials for Curing Concrete. 39 n. C150, Standard Specification for Portland Cement. 40 o. C172, Standard Practice for Sampling Freshly Mixed Concrete. 41 p. C219, Standard Terminology Relating to Hydraulic Cement. 42 q. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the 43 Pressure Method. 44 C260, Standard Specification for Air -Entraining Admixtures for Concrete. 45 C309, Standard Specification for Liquid Membrane -Forming Compounds for 46 Curing Concrete. 47 C494, Standard Specification for Chemical Admixtures for Concrete. a. b. c. d. e. f. g• h. J• k. r. s. t. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 03 30 00 - 4 UTILITY REMOVAL/ABANDONMENT Page 4 of 24 1 1. Required for each type of product indicated 2 B. Design Mixtures 3 1. For each concrete mixture submit proposed mix designs in accordance with ACI 4 318, chapter 5. 5 2. Submit each proposed mix design with a record of past performance. 6 3. Submit alternate design mixtures when characteristics of materials, Project 7 conditions, weather, test results or other circumstances warrant adjustments. 8 4. Indicate amounts of mixing water to be withheld for later addition at Project site. 9 a. Include this quantity on delivery ticket. 10 C. Steel Reinforcement Submittals for Information 11 1. Mill test certificates of supplied concrete reinforcing, indicating physical and 12 chemical analysis. 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE 16 A. Manufacturer Qualifications 17 1. A firm experienced in manufacturing ready -mixed concrete products and that 18 complies with ASTM C94 requirements for production facilities and equipment 19 2. Manufacturer certified according to NRMCA's "Certification of Ready Mixed 20 Concrete Production Facilities" 21 B. Source Limitations 22 1. Obtain each type or class of cementitious material of the same brand from the same 23 manufacturer's plant, obtain aggregate from 1 source and obtain admixtures through 24 1 source from a single manufacturer. 25 C. ACI Publications 26 1. Comply with the following unless modified by requirements in the Contract 27 Documents: 28 a. ACI 301 Sections 1 through 5 29 b. ACI117 30 D. Concrete Testing Service 31 1. Engage a qualified independent testing agency to perform material evaluation tests. 32 1.10 DELIVERY, STORAGE, AND HANDLING 33 A. Steel Reinforcement 34 1. Deliver, store, and handle steel reinforcement to prevent bending and damage. 35 2. Avoid damaging coatings on steel reinforcement. 36 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 03 30 00 - 6 UTILITY REMOVAL/ABANDONMENT 1 2 1. Reinforcing Bars a. ASTM A615, Grade 60, deformed Page 6 of 24 3 D. Reinforcement Accessories 4 1. Smooth Dowel Bars 5 a. ASTM A615, Grade 60, steel bars (smooth) 6 b. Cut bars true to length with ends square and free of burrs. 7 2. Bar Supports 8 a. Bolsters, chairs, spacers and other devices for spacing, supporting and fastening 9 reinforcing bars and welded wire reinforcement in place 10 b. Manufacture bar supports from steel wire, plastic or precast concrete according 11 to CRSI's "Manual of Standard Practice," of greater compressive strength than 12 concrete and as follows: 13 1) For concrete surfaces exposed to view where legs of wire bar supports 14 contact forms, use CRSI Class 1 plastic -protected steel wire or CRSI 15 Class 2 stainless -steel bar supports. 16 2) For slabs -on -grade, provide sand plates, horizontal runners or precast 17 concrete blocks on bottom where base material will not support chair legs 18 or where vapor barrier has been specified. 19 E. Embedded Metal Assemblies 20 1. Steel Shapes and Plates: ASTM A36 21 2. Headed Studs: Heads welded by full -fusion process, as furnished by TRW Nelson 22 Stud Welding Division or approved equal 23 F. Expansion Anchors 24 1. Available Products 25 a. Wej-it Bolt, Wej-it Corporation, Tulsa, Oklahoma 26 b. Kwik Bolt II, Hilti Fastening Systems, Tulsa, Oklahoma 27 c. Trubolt, Ramset Fastening Systems, Paris, Kentucky 28 G. Adhesive Anchors and Dowels 29 1. Adhesive anchors shall consist of threaded rods anchored with an adhesive system 30 into hardened concrete or grout -filled masonry. 31 a. The adhesive system shall use a 2-component adhesive mix and shall be 32 injected with a static mixing nozzle following manufacturer's instructions. 33 b. The embedment depth of the rod shall provide a minimum allowable bond 34 strength that is equal to the allowable yield capacity of the rod, unless otherwise 35 specified. 36 2. Available Products 37 a. Hilti HIT HY 150 Max 38 b. Simpson Acrylic -Tie 39 c. Powers Fasteners AC 100+ Gold 40 3. Threaded Rods: ASTM A193 41 a. Nuts: ASTM A563 hex carbon steel 42 b. Washers: ASTM F436 hardened carbon steel 43 c. Finish: Hot -dip zinc coating, ASTM A153, Class C 44 H. Inserts CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033000-8 UTILITY REMOVAUABANDONMENT Page 8 of 24 1 g. High -Range, Water -Reducing and Retarding Admixture 2 1) ASTM C494, Type G 3 h. Plasticizing and Retarding Admixture 4 1) ASTM C1017, Type II 5 K. Waterstops 6 1. Self -Expanding Butyl Strip Waterstops 7 a. Manufactured rectangular or trapezoidal strip, butyl rubber with sodium 8 bentonite or other hydrophilic polymers, for adhesive bonding to concrete, 3/4- 9 inch x 1-inch. 10 b. Available Products 11 1) Colloid Environmental Technologies Company; Volclay Waterstop-RX 12 2) Concrete Sealants Inc.; Conseal CS-231 13 3) Greenstreak; Swellstop 14 4) Henry Company, Sealants Division; Hydro -Flex 15 5) JP Specialties, Inc.; Earthshield Type 20 16 6) Progress Unlimited, Inc.; Superstop 17 7) TCMiraDRI; Mirastop 18 L. Curing Materials 19 1. Absorptive Cover 20 a. AASHTO M182, Class 2, burlap cloth made from jute or kenaf, weighing 21 approximately 9 ounces/square yard when dry 22 2. Moisture -Retaining Cover 23 a. ASTM C171, polyethylene film or white burlap -polyethylene sheet 24 3. Water 25 a. Potable 26 4. Clear, Waterborne, Membrane -Forming Curing Compound 27 a. ASTM C309, Type 1, Class B, dissipating 28 b. Available Products 29 1) Anti -Hydro International, Inc.; AH Curing Compound #2 DR WB 30 2) Burke by Edoco; Aqua Resin Cure 31 3) ChemMasters; Safe -Cure Clear 32 4) Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior 33 Company; W.B. Resin Cure 34 5) Dayton Superior Corporation; Day Chem Rez Cure (J-11-W) 35 6) Euclid Chemical Company (The); Kurez DR VOX 36 7) Kaufman Products, Inc.; Thinfilm 420 37 8) Lambert Corporation; Aqua Kure -Clear 38 9) L&M Construction Chemicals, Inc.; L&M Cure R 39 10) Meadows, W. R., Inc.; 1100 Clear 40 11) Nox-Crete Products Group, Kinsman Corporation; Resin Cure E 41 12) Symons Corporation, a Dayton Superior Company; Resi-Chem Clear Cure 42 13) Tamms Industries, Inc.; Horncure WB 30 43 14) Unitex; Hydro Cure 309 44 15) US Mix Products Company; US Spec Maxcure Resin Clear 45 16) Vexcon Chemicals, Inc.; Certi-Vex Enviocure 100 46 M. Related Materials 47 1. Bonding Agent CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033000-10 UTILITY REMOVAUABANDONMENT Page 10 of 24 1 b. Cement Binder 2 1) ASTM C150, portland cement or hydraulic or blended hydraulic cement as 3 defined in ASTM C219 4 c. Primer 5 1) Product of topping manufacturer recommended for substrate, conditions, 6 and application 7 d. Aggregate 8 1) Well -graded, washed gravel, 1/8 to 1/4 inch or coarse sand as 9 recommended by topping manufacturer 10 e. Compressive Strength 11 1) Not less than 5000 psi at 28 days when tested according to ASTM C109 12 O. Concrete Mixtures, General 13 1. Prepare design mixtures for each type and strength of concrete, proportioned on the 14 basis of laboratory trial mixture or field test data, or both, according to ACI 301. 15 a. Required average strength above specified strength 16 1) Based on a record of past performance 17 a) Determination of required average strength above specified strength 18 shall be based on the standard deviation record of the results of at least 19 30 consecutive strength tests in accordance with ACI 318, Chapter 5.3 20 by the larger amount defined by formulas 5-1 and 5-2. 21 2) Based on laboratory trial mixtures 22 a) Proportions shall be selected on the basis of laboratory trial batches 23 prepared in accordance with ACI 318, Chapter 5.3.3.2 to produce an 24 average strength greater than the specified strength Pc by the amount 25 defined in table 5.3.2.2. 26 3) Proportions of ingredients for concrete mixes shall be determined by an 27 independent testing laboratory or qualified concrete supplier. 28 4) For each proposed mixture, at least 3 compressive test cylinders shall be 29 made and tested for strength at the specified age. 30 a) Additional cylinders may be made for testing for information at earlier 31 ages. 32 2. Cementitious Materials 33 a. Limit percentage, by weight, of cementitious materials other than portland 34 cement in concrete as follows, unless specified otherwise: 35 1) Fly Ash: 25 percent 36 2) Combined Fly Ash and Pozzolan: 25 percent 37 3) Ground Granulated Blast -Furnace Slag: 50 percent 38 4) Combined Fly Ash or Pozzolan and Ground Granulated Blast -Furnace 39 Slag: 50 percent 40 5) Portland cement minimum, with fly ash or pozzolan not exceeding 25 41 percent 42 6) Silica Fume: 10 percent 43 7) Combined Fly Ash, Pozzolans, and Silica Fume: 35 percent with fly ash or 44 pozzolans not exceeding 25 percent and silica fume not exceeding 10 45 percent 46 8) Combined Fly Ash or Pozzolans, Ground Granulated Blast -Furnace Slag, 47 and Silica Fume: 50 percent with fly ash or pozzolans not exceeding 25 48 percent and silica fume not exceeding 10 percent CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033000-12 UTILITY REMOVAUABANDONMENT Page 12 of 24 1 S. Concrete Mixing 2 1. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to 3 ASTM C94, and furnish batch ticket information. 4 a. When air temperature is between 85 and 90 degrees Fahrenheit, reduce mixing 5 and delivery time from 1-1/2 hours to 75 minutes; when air temperature is 6 above 90 degrees Fahrenheit, reduce mixing and delivery time to 60 minutes. 7 2. Project -Site Mixing: Measure, batch, and mix concrete materials and concrete 8 according to ASTM C94/C94M. Mix concrete materials in appropriate drum -type 9 batch machine mixer. 10 a. For mixer capacity of 1 cubic yard or smaller, continue mixing at least 1-1/2 11 minutes, but not more than 5 minutes after ingredients are in mixer, before any 12 part of batch is released. 13 b. For mixer capacity larger than 1 cubic yard, increase mixing time by 15 14 seconds for each additional 1 cubic yard. 15 c. Provide batch ticket for each batch discharged and used in the Work, indicating 16 Project identification name and number, date, mixture type, mixture time, 17 quantity, and amount of water added. Record approximate location of final 18 deposit in structure. 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUALITY CONTROL [NOT USED] 21 PART 3 - EXECUTION 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION [NOT USED] 25 3.4 INSTALLATION 26 A. Formwork 27 1. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to 28 support vertical, lateral, static, and dynamic loads, and construction loads that might 29 be applied, until structure can support such loads. 30 2. Construct formwork so concrete members and structures are of size, shape, 31 alignment, elevation, and position indicated, within tolerance limits of ACI 117. 32 a. Vertical alignment 33 1) Lines, surfaces and arises less than 100 feet in height - 1 inch. 34 2) Outside corner of exposed corner columns and control joints in concrete 35 exposed to view less than 100 feet in height - 1/2 inch. 36 3) Lines, surfaces and arises greater than 100 feet in height - 1/1000 times the 37 height but not more than 6 inches. 38 4) Outside corner of exposed corner columns and control joints in concrete 39 exposed to view greater than 100 feet in height - 1/2000 times the height 40 but not more than 3 inches. 41 b. Lateral alignment 42 1) Members - 1 inch. 43 2) Centerline of openings 12 inches or smaller and edge location of larger 44 openings in slabs - 1/2 inch. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033000-14 UTILITY REMOVAL/ABANDONMENT Page 14 of 24 1 9. Provide temporary openings for cleanouts and inspection ports where interior area 2 of formwork is inaccessible. Close openings with panels tightly fitted to forms and 3 securely braced to prevent loss of concrete mortar. Locate temporary openings in 4 forms at inconspicuous locations. 5 10. Chamfer exterior corners and edges of permanently exposed concrete. 6 11. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and 7 bulkheads required in the Work. Determine sizes and locations from trades 8 providing such items. 9 12. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, 10 sawdust, dirt, and other debris just before placing concrete. 11 13. Retighten forms and bracing before placing concrete, as required, to prevent mortar 12 leaks and maintain proper alignment. 13 14. Coat contact surfaces of forms with form -release agent, according to manufacturer's 14 written instructions, before placing reinforcement, anchoring devices, and 15 embedded items. 16 a. Do not apply form release agent where concrete surfaces are scheduled to 17 receive subsequent finishes which may be affected by agent. Soak contact 18 surfaces of untreated forms with clean water. Keep surfaces wet prior to 19 placing concrete. 20 B. Embedded Items 21 1. Place and secure anchorage devices and other embedded items required for 22 adjoining work that is attached to or supported by cast -in -place concrete. Use 23 setting drawings, templates, diagrams, instructions, and directions furnished with 24 items to be embedded. 25 a. Install anchor rods, accurately located, to elevations required and complying 26 with tolerances in AISC 303, Section 7.5. 27 1) Spacing within a bolt group: 1/8 inch 28 2) Location of bolt group (center): `/a inch 29 3) Rotation of bolt group: 5 degrees 30 4) Angle off vertical: 5 degrees 31 5) Bolt projection: ± 3/8 inch 32 b. Install reglets to receive waterproofing and to receive through -wall flashings in 33 outer face of concrete frame at exterior walls, where flashing is shown at lintels, 34 shelf angles, and other conditions. 35 C. Removing and Reusing Forms 36 1. Do not backfill prior to concrete attaining 70 percent of its 28-day design 37 compressive strength. 38 2. General: Formwork for sides of beams, walls, columns, and similar parts of the 39 Work that does not support weight of concrete may be removed after cumulatively 40 curing at not less than 50 degrees Fahrenheit for 24 hours after placing concrete, if 41 concrete is hard enough to not be damaged by form -removal operations and curing 42 and protection operations are maintained. 43 a. Leave formwork for beam soffits, joists, slabs, and other structural elements 44 that supports weight of concrete in place until concrete has achieved at least 70 45 percent of its 28-day design compressive strength. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033000-16 UTILITY REMOVAL/ABANDONMENT Page 16 of 24 1 a. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder 2 before placing concrete. 3 2. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign 4 materials that would reduce bond to concrete. 5 3. Accurately position, support, and secure reinforcement against displacement. 6 Locate and support reinforcement with bar supports to maintain minimum concrete 7 cover. Do not tack weld crossing reinforcing bars. 8 a. Weld reinforcing bars according to AWS D1.4, where indicated. Only steel 9 conforming to ASTM A706 may be welded. 10 4. Installation tolerances 11 a. Top and bottom bars in slabs, girders, beams and joists: 12 1) Members 8 inches deep or less: ±3/8 inch 13 2) Members more than 8 inches deep: +1/2 inch 14 b. Concrete Cover to Formed or Finished Surfaces: ±3/8 inches for members 8 15 inches deep or less; t1/2 inches for members over 8 inches deep, except that 16 tolerance for cover shall not exceed 1/3 of the specified cover. 17 5. Concrete Cover 18 a. Reinforcing in structural elements deposited against the ground: 3 inches 19 b. Reinforcing in formed beams, columns and girders: 1-1/2 inches 20 c. Grade beams and exterior face of formed walls and columns exposed to 21 weather or in contact with the ground: 2 inches 22 d. Interior faces of walls: 1 inches 23 e. Slabs: 3/4 inches 24 6. Splices: Provide standard reinforcement splices by lapping and tying ends. Comply 25 with ACI 318 for minimum lap of spliced bars where not specified on the 26 documents. Do not lap splice no. 14 and 18 bars. 27 7. Field Welding of Embedded Metal Assemblies 28 a. Remove all paint and galvanizing in areas to receive field welds. 29 b. Field Prepare all areas where paint or galvanizing has been removed with the 30 specified paint or cold galvanizing compound, respectively. 31 F. Joints 32 1. General: Construct joints true to line with faces perpendicular to surface plane of 33 concrete. 34 2. Construction Joints: Install so strength and appearance of concrete are not 35 impaired, at locations indicated or as approved by Engineer. 36 a. Place joints perpendicular to main reinforcement. Continue reinforcement 37 across construction joints, unless otherwise indicated. Do not continue 38 reinforcement through sides of strip placements of floors and slabs. 39 b. Form keyed joints as indicated. Embed keys at least 1-1/2 inches into concrete. 40 c. Locate joints for beams, slabs, joists, and girders in the middle third of spans. 41 Offset joints in girders a minimum distance of twice the beam width from a 42 beam -girder intersection. 43 d. Locate horizontal joints in walls and columns at underside of floors, slabs, 44 beams, and girders and at the top of footings or floor slabs. 45 e. Space vertical joints in walls as indicated. Locate joints beside piers integral 46 with walls, near corners, and in concealed locations where possible. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033000-18 UTILITY REMOVAL/ABANDONMENT Page 18 of 24 1 d. Do not permit concrete to drop freely any distance greater than 10 feet for 2 concrete containing a high range water reducing admixture (superplasticizer) or 3 5 feet for other concrete. Provide chute or tremie to place concrete where longer 4 drops are necessary. Do not place concrete into excavations with standing 5 water. If place of deposit cannot be pumped dry, pour concrete through a tremie 6 with its outlet near the bottom of the place of deposit. 7 e. Discard pump priming grout and do not use in the structure. 8 5. Deposit and consolidate concrete for floors and slabs in a continuous operation, 9 within limits of construction joints, until placement of a panel or section is 10 complete. 11 a. Consolidate concrete during placement operations so concrete is thoroughly 12 worked around reinforcement and other embedded items and into corners. 13 b. Maintain reinforcement in position on chairs during concrete placement. 14 c. Screed slab surfaces with a straightedge and strike off to correct elevations. 15 d. Slope surfaces uniformly to drains where required. 16 e. Begin initial floating using bull floats or darbies to form a uniform and open- 17 textured surface plane, before excess bleedwater appears on the surface. Do not 18 further disturb slab surfaces before starting finishing operations. 19 6. Cold -Weather Placement: Comply with ACI 306.1 and as follows. Protect 20 concrete work from physical damage or reduced strength that could be caused by 21 frost, freezing actions, or low temperatures. 22 a. When average high and low temperature is expected to fall below 40 23 degrees Fahrenheit for 3 successive days, maintain delivered concrete mixture 24 temperature within the temperature range required by ACI 301. 25 b. Do not use frozen materials or materials containing ice or snow. Do not place 26 concrete on frozen subgrade or on subgrade containing frozen materials. 27 c. Do not use calcium chloride, salt, or other materials containing antifreeze 28 agents or chemical accelerators unless otherwise specified and approved in 29 mixture designs. 30 7. Hot -Weather Placement: Comply with ACI 305.1 and as follows: 31 a. Maintain concrete temperature below 95 degrees Fahrenheit at time of 32 placement. Chilled mixing water or chopped ice may be used to control 33 temperature, provided water equivalent of ice is calculated to total amount of 34 mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 35 b. Fog -spray forms, steel reinforcement, and subgrade just before placing 36 concrete. Keep subgrade uniformly moist without standing water, soft spots, or 37 dry areas. 38 J. Finishing Formed Surfaces 39 1. Rough -Formed Finish: As -cast concrete texture imparted by form -facing material 40 with tie holes and defects repaired and patched. Remove fins and other projections 41 that exceed specified limits on formed -surface irregularities. 42 a. Apply to concrete surfaces not exposed to public view. 43 2. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar 44 unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a 45 texture matching adjacent formed surfaces. Continue final surface treatment of 46 formed surfaces uniformly across adjacent unformed surfaces, unless otherwise 47 indicated. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033000-20 UTILITY REMOVAL/ABANDONMENT Page 20 of 24 1 3) Cure concrete surfaces to receive floor coverings with either a moisture- 2 retaining cover or a curing compound that the manufacturer certifies will 3 not interfere with bonding of floor covering used on Project. 4 c. Curing Compound: Apply uniformly in continuous operation by power spray 5 or roller according to manufacturer's written instructions. Recoat areas 6 subjected to heavy rainfall within 3 hours after initial application. Maintain 7 continuity of coating and repair damage during curing period. 8 3.5 REPAIR 9 A. Concrete Surface Repairs 10 1. Defective Concrete: Repair and patch defective areas when approved by Engineer. 11 Remove and replace concrete that cannot be repaired and patched to Engineer's 12 approval. 13 2. Patching Mortar: Mix dry -pack patching mortar, consisting of 1 part portland 14 cement to 2-1/2 parts fine aggregate passing a No. 16 sieve, using only enough 15 water for handling and placing. 16 3. Repairing Formed Surfaces: Surface defects include color and texture 17 irregularities, cracks, spalls, air bubbles, honeycombs, rock pockets, fins and other 18 projections on the surface, and stains and other discolorations that cannot be 19 removed by cleaning. 20 a. Immediately after form removal, cut-out honeycombs, rock pockets, and voids 21 more than 1/2 inch in any dimension in solid concrete, but not less than 1 inch 22 in depth. Make edges of cuts perpendicular to concrete surface. Clean, dampen 23 with water, and brush -coat holes and voids with bonding agent. Fill and 24 compact with patching mortar before bonding agent has dried. Fill form -tie 25 voids with patching mortar or cone plugs secured in place with bonding agent. 26 b. Repair defects on surfaces exposed to view by blending white portland cement 27 and standard portland cement so that, when dry, patching mortar will match 28 surrounding color. Patch a test area at inconspicuous locations to verify 29 mixture and color match before proceeding with patching. Compact mortar in 30 place and strike off slightly higher than surrounding surface. 31 c. Repair defects on concealed formed surfaces that affect concrete's durability 32 and structural performance as determined by Engineer. 33 4. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, 34 for finish and verify surface tolerances specified for each surface. Correct low and 35 high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use 36 a sloped template. 37 a. Repair finished surfaces containing defects. Surface defects include spalls, pop 38 outs, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide 39 or that penetrate to reinforcement or completely through unreinforced sections 40 regardless of width, and other objectionable conditions. 41 b. After concrete has cured at least 14 days, correct high areas by grinding. 42 c. Correct localized low areas during or immediately after completing surface 43 finishing operations by cutting out low areas and replacing with patching 44 mortar. Finish repaired areas to blend into adjacent concrete. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 03 30 00 - 22 UTILITY REMOVAL/ABANDONMENT Page 22 of 24 1 5. Compression Test Specimens: ASTM C31. 2 a. Cast and laboratory cure 4 cylinders for each composite sample. 3 1) Do not transport field cast cylinders until they have cured for a 4 minimum of 24 hours. 5 6. Compressive -Strength Tests: ASTM C39; 6 a. Test 1 cylinder at 7 days. 7 b. Test 2 cylinders at 28 days. 8 c. Hold 1 cylinder for testing at 56 days as needed. 9 7. When strength of field -cured cylinders is less than 85 percent of companion 10 laboratory -cured cylinders, evaluate operations and provide corrective procedures 11 for protecting and curing in -place concrete. 12 8. Strength of each concrete mixture will be satisfactory if every average of any 3 13 consecutive compressive -strength tests equals or exceeds specified compressive 14 strength and no compressive -strength test value falls below specified compressive 15 strength by more than 500 psi. 16 9. Report test results in writing to Engineer, concrete manufacturer, and Contractor 17 within 48 hours of testing. Reports of compressive -strength tests shall contain 18 Project identification name and number, date of concrete placement, name of 19 concrete testing and inspecting agency, location of concrete batch in Work, design 20 compressive strength at 28 days, concrete mixture proportions and materials, 21 compressive breaking strength, and type of break for both 7- and 28-day tests. 22 10. Additional Tests: Testing and inspecting agency shall make additional tests of 23 concrete when test results indicate that slump, air entrainment, compressive 24 strengths, or other requirements have not been met, as directed by Engineer. 25 Testing and inspecting agency may conduct tests to determine adequacy of concrete 26 by cored cylinders complying with ASTM C42 or by other methods as directed by 27 Engineer. 28 a. When the strength level of the concrete for any portion of the structure, as 29 indicated by cylinder tests, falls below the specified requirements, provide 30 improved curing conditions and/or adjustments to the mix design as required to 31 obtain the required strength. If the average strength of the laboratory control 32 cylinders falls so low as to be deemed unacceptable, follow the core test 33 procedure set forth in ACI 301, Chapter 17. Locations of core tests shall be 34 approved by the Engineer. Core sampling and testing shall be at Contractors 35 expense. 36 b. If the results of the core tests indicate that the strength of the structure is 37 inadequate, any replacement, load testing, or strengthening as may be ordered 38 by the Engineer shall be provided by the Contractor without cost to the City. 39 11. Additional testing and inspecting, at Contractor's expense, will be performed to 40 determine compliance of replaced or additional work with specified requirements. 41 12. Correct deficiencies in the Work that test reports and inspections indicate does not 42 comply with the Contract Documents. 43 D. Measure floor and slab flatness and levelness according to ASTM E1155 within 48 44 hours of finishing. 45 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033000-24 UTILITY REMOVAL/ABANDONMENT Page 24 of 24 1 3) Top surfaces of all other slabs: + 3/4 inch 2 4) Slabs specified to slope shall have a tolerance from the specified slope of 3 3/8 inch in 10 feet at any point, up to 3/4 inch from theoretical elevation at 4 any point. 5 3.8 SYSTEM STARTUP [NOT USED] 6 3.9 ADJUSTING [NOT USED] 7 3.10 CLEANING 8 A. Defective Work 9 1. Imperfect or damaged work or any material damaged or determined to be defective 10 before final completion and acceptance of the entire job shall be satisfactorily 11 replaced at the Contractor's expense, and in conformity with all of the requirements 12 of the Drawings and Specifications. 13 2. Perform removal and replacement of concrete work in such manner as not to impair 14 the appearance or strength of the structure in any way. 15 B. Cleaning 16 1. Upon completion of the work remove from the site all forms, equipment, protective 17 coverings and any rubbish resulting therefrom. 18 2. After sweeping floors, wash floors with clean water. 19 3. Leave finished concrete surfaces in a clean condition, satisfactory to the City. 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 26 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.0.3 — Removed Blue Text/Added Descriptions for water-soluble, chloride -ion content 3.4.C.1 — Changed 75% to 70% CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033413-2 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 2 of 7 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Provide submittals in accordance with Section 01 33 00. 4 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 5 specials. 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 7 8 A. Product data B. Sieve analysis 9 1. Submit sieve analyses of fine and coarse aggregates being used. 10 a. Resubmit at any time there is a significant change in grading of materials. 11 2. Mix 12 a. Submit full details, including mix design calculations for mix proposed for use. 13 C. Trial batch test data 14 1. Submit data for each test cylinder. 15 2. Submit data that identifies mix and slump for each test cylinder. 16 1.7 CLOSEOUT SUBMITTALS [NOT USED] 17 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18 1.9 QUALITY ASSURANCE [NOT USED] 19 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 20 1.11 FIELD CONDITIONS [NOT USED] 21 1.12 WARRANTY [NOT USED] 22 PART 2 - PRODUCTS 23 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 24 2.2 PRODUCT TYPES AND MATERIALS 25 A. Materials 26 1. Portland cement: Type II low alkali portland cement as specified in Section 03 30 27 00. 28 2. Fly ash: Class F fly ash in accordance with ASTM C618. 29 3. Water: As specified in Section 03 30 00. 30 4. Admixture: Air entraining admixture in accordance with ASTM C260. 31 5. Fine aggregate: Concrete sand (does not need to be in accordance with 32 ASTM C33). No more than 12 percent of fine aggregate shall pass a No. 200 sieve, 33 and no plastic fines shall be present. 34 6. Coarse aggregate: Pea gravel no larger than 3/8 inch. 35 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033413-4 CONTROLLED LOW STRENGTFI MATERIAL (CLSM) Page 4 of 7 1 B. Test cylinders: 2 1. Prepare test cylinders in accordance with ASTM C31 with the following 3 exceptions: 4 a. Fill the concrete test cylinders to overflowing and tap sides lightly to settle the 5 mix. 6 b. Do not rod the concrete mix. 7 c. Strike off the excess material. 8 2. Place test cylinders in a moist curing room. Exercise caution in moving and 9 transporting the cylinders since they are fragile and will withstand only minimal 10 bumping, banging, or jolting without damage. 11 3. Do not remove the test cylinder from mold until the cylinder is to be capped and 12 tested. 13 4. The test cylinders may be capped with standard sulfur compound or neoprene pads: 14 a. Perform the capping carefully to prevent premature fractures. 15 b. Use neoprene pads a minimum of 1/2 inch thick, and 1/2 inch larger in diameter 16 than the test cylinders. 17 c. Do not perform initial compression test until the cylinders reach a minimum 18 age of 3 days. 19 C. Compression test 8 test cylinders: Test 4 test cylinders at 3 days and 4 at 28 days in 20 accordance with ASTM C39 except as modified herein: 21 1. The compression strength of the 4 test cylinders tested at 28 days shall be equal to 22 or greater than the minimum required compression strength, but not exceed 23 maximum compression strength. 24 D. If the trial batch tests do not meet the Specifications for strength or density, revise and 25 resubmit the mix design, and prepare additional trial batch and tests. Repeat until an 26 acceptable trial batch is produced that meets the Specifications. 27 1. All the trial batches and acceptability of materials shall be paid by the 28 CONTRACTOR. 29 2. After acceptance, do not change the mix design without submitting a new mix 30 design, trial batches, and test information. 31 E. Determine slump in accordance with ASTM C143 with the following exceptions: 32 1. Do not rod the concrete material. 33 2. Place material in slump cone in 1 semi -continuous idling operation, slightly 34 overfill, tap lightly, strike off, and then measure and record slump. 35 PART 3 - EXECUTION 36 3.1 INSTALLERS [NOT USED[ 37 3.2 EXAMINATION [NOT USED) 38 3.3 PREPARATION [NOT USED[ 39 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033413-6 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 6 of 7 1 c. After 2 days, place the cylinders in a protective container for transport to the 2 laboratory for testing. The concrete test cylinders are fragile and shall be 3 handled carefully. The container may be a box with a Styrofoam or similar 4 lining that will limit the jarring and bumping of the cylinders. 5 d. Place test cylinders in a moist curing room. Exercise caution in moving and 6 transporting the cylinders since they are fragile and will withstand only 7 minimal bumping, banging, or jolting without damage. 8 e. Do not remove the test cylinder from mold until the cylinder is to be capped 9 and tested. 10 f. The test cylinders may be capped with standard sulfur compound or neoprene 11 pads: 12 1) Perform the capping carefully to prevent premature fractures. 13 2) Use neoprene pads a minimum of 1/2 inch thick, and 1/2 inch larger in 14 diameter than the test cylinders. 15 3) Do not perform initial compression test until the cylinders reach a 16 minimum age of 3 days. 17 3. The number of cylinder specimens taken each day shall be determined by the 18 Inspector. 19 a. Test 1 cylinder at 3 days and 2 at 28 days in accordance with ASTM C39 20 except as modified herein. 21 b. The compression strength of the cylinders tested at 28 days shall be equal to or 22 greater than the minimum required compression strength, but not exceed 23 maximum compression strength. 24 4. The City will test the air content of the CLSM. Test will be made immediately after 25 discharge from the mixer in accordance with ASTM C231. 26 5. Test the slump of CLSM using a slump cone in accordance with ASTM C143 with 27 the following exceptions: 28 a. Do not rod the concrete material. 29 b. Place material in slump cone in 1 semi -continuous filling operation, slightly 30 overfill, tap lightly, strike off, and then measure and record slump. 31 6. If compressive strength of test cylinders does not meet requirements, make 32 corrections to the mix design to meet the requirements of this specification. 33 3.8 SYSTEM STARTUP [NOT USED] 34 3.9 ADJUSTING [NOT USED] 35 3.10 CLEANING [NOT USED] 36 3.11 CLOSEOUT ACTIVITIES [NOT USED] 37 3.12 PROTECTION [NOT USED] 38 3.13 MAINTENANCE [NOT USED] 39 3.14 ATTACHMENTS [NOT USED] 40 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY 033413-1 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 1 of 4 SECTION 32 01 29 CONCRETE PAVING REPAIR 5 A. Section includes: 6 1. Concrete pavement repair to include, but not limited to: 7 a. Utility cuts (water, sanitary sewer, drainage, etc.) 8 b. Warranty work 9 c. Repairs of damage caused by Contractor 10 d. Any other concrete pavement repair needed during the course of construction 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 3. Section 32 01 18 - Temporary Asphalt Paving Repair 17 4. Section 32 12 16 - Asphalt Paving 18 5. Section 32 13 13 - Concrete Paving 19 6. Section 33 05 10 - Utility Trench Excavation, Embedment and Backfill 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Concrete Pavement Repair 23 a. Measurement 24 1) Measurement for this Item shall be by the square yard of Concrete 25 Pavement Repair for various: 26 a) Street types 27 2) Limits of repair will be based on the time of service of the existing 28 pavement. The age of the pavement will need to be determined by the 29 Engineer through coordination with the City. For pavement ages: 30 a) 10 years or less: repair entire panel 31 b) Greater than 10 years: repair to limits per Drawings 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 and measured as provided under "Measurement" shall be paid for at the 35 unit price bid per square yard of Concrete Pavement Repair 36 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033413-3 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 3 of 4 1 C. Concrete: see Section 32 13 13. 2 1. Concrete paving: Class H or Class HES. 3 2. Replace concrete to the specified thickness. 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION 10 A. Replace a continuous section if multiple repairs are closer than 10 feet apart from edge 11 of one repair to the edge of a second repair. 12 B. If the cut is to be covered, use steel plates of sufficient strength and thickness to support 13 traffic. 14 1. Construct a transition of hot -mix or cold -mix asphalt from the top of the steel plate 15 to the existing pavement to create a smooth riding surface. 16 a. Hot -mix or cold -mix asphalt: conform to the requirements of Section 32 12 16. 17 C. Surface Preparation: mark pavement cut repairs for approval by the City. 18 3.4 INSTALLATION 19 A. Sawing 20 1. General 21 a. Saw cut perpendicular to the surface to full pavement depth. 22 b. Saw cut the edges of pavement and appurtenances damaged subsequent to 23 sawing to remove damaged areas. 24 c. Such saw cuts shall be parallel to the original saw cut and to neat straight lines. 25 2. Sawing equipment 26 a. Power -driven 27 b. Manufactured for the purpose of sawing pavement 28 c. In good operating condition 29 d. Shall not spall or facture concrete adjacent to the repair area 30 3. Repairs: In true and straight lines to dimensions shown on the Drawings 31 4. Utility Cuts 32 a. In a true and straight line on both sides of the trench 33 b. Minimum of 12 inches outside the trench walls 34 5. Prevent dust and residues from sawing from entering the atmosphere or drainage 35 facilities. 36 B. Removal 37 1. Use care in removing concrete to be repaired to prevent spalling or fracturing 38 concrete adjacent to the repair area. 39 C. Base: as specified in Drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 1 2 03 34 13 - 1 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 1 of 8 SECTION 33 04 40 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. General 6 1. Before any newly constructed potable water mains will be permitted to be placed 7 into service in the Fort Worth Water Department's Water Distribution System, it 8 shall be cleaned (purged) and tested, or cleaned, disinfected, and tested until the 9 bacteria count within the water main meets the standards established by the Fort 10 Worth Water Department and the requirements of Chapter 290 of the Texas 11 Administrative Code (TAC) established by the Texas Commission on 12 Environmental Quality (TCEQ). 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 17 Contract 18 2. Division 1 — General Requirements 19 3. Section 33 01 31 — Closed Circuit Television (CCTV) Inspection 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement 23 a. This Item is considered subsidiary to the water main being Cleaned and Tested. 24 2. Payment 25 a. The work performed and the materials furnished in accordance with this Item 26 are subsidiary to cleaning, disinfection, hydrostatic testing, and bacteriological 27 testing and shall be subsidiary to the unit price bid per linear foot of water pipe 28 complete in place, and no other compensation will be allowed. 29 1.3 REFERENCES 30 A. Reference Standards 31 1. Reference standards cited in this Specification refer to the current reference 32 standard published at the time of the latest revision date logged at the end of this 33 Specification, unless a date is specifically cited. 34 2. American Water Works Association/American (AWWA): 35 a. C301, Prestressed Concrete Pressure Pipe, Steel -Cylinder Type. 36 b. C303, Concrete Pressure Pipe, Bar -Wrapped, Steel -Cylinder Type. 37 c. C651, Disinfecting Water Mains. 38 d. C655, Field De -Chlorination. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 03 34 13 - 3 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 3 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 [NOT USED] 7 3.4 ERECTION/INSTALLATION/APPLICATION [NOT USED] 8 3.5 REPAIR/RESTORATION [NOT USED] 9 3.6 RE -INSTALLATION [NOT USED] 10 3.7 FIELD IoR] SITE QUALITY CONTROL [NOT USED] 11 3.8 SYSTEM STARTUP [NOT USED] 12 3.9 ADJUSTING [NOT USED] 13 3.10 CLEANING 14 A. General 15 1. All water mains shall be cleaned prior to bacteriological testing. 16 a. Pig all 36-inch and smaller water mains. 17 b. Pig or manually sweep 42-inch and larger mains. 18 c. Flushing is only permitted when specially designated in the Drawings, or if 19 pigging is not practical and approved by the City. 20 B. Pigging Method 21 1. If the method of pigging is to be used, prepare the main for the installation and 22 removal of a pig, including: 23 a. Furnish all equipment, material and labor to satisfactorily expose cleaning wye, 24 remove cleaning wye covers, etc. 25 b. Where expulsion of the pig is required through a dead -ended conduit: 26 1) Prevent backflow of purged water into the main after passage of the pig. 27 2) Install a mechanical joint to provide a riser out of the trench on 12-inch and 28 smaller mains to prevent backwater re-entry into the main. 29 3) Additional excavation of the trench may be performed on mains over 12 30 inches, to prevent backwater re-entry into the main. 31 4) Flush any backflow water that inadvertently enters the main. 32 c. Flush short dead-end pipe sections not swabbed by a pig. 33 d. Once pigging is complete: 34 1) Pigging wyes shall remain in place unless otherwise specified in the 35 Contract Documents. 36 2) Install cleaning wye, blind flanges or mechanical joint plugs. 37 3) Plug and place blocking at other openings. 38 4) Backfill 39 5) Complete all appurtenant work necessary to secure the system and proceed 40 with disinfection. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033413-5 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 5 of 8 1 4) Test service lines to curb stop 2 a) Leave the corporation stop on the service line open during the 3 hydrostatic testing. 4 5) Close isolation valves for air release valves. 5 6) Makeup water must come from a container of fixed 55 gallon container that 6 does not have a water source. 7 f. Measure all water used in the pressure test through an approved meter, or 8 measure the difference in volume within a 55 gallon container. 9 1) Do not test against existing water distribution valves unless expressly 10 provided for in the Drawings, or approved by the City. 11 2) If the City denies approval to test against existing water distribution system 12 valve, then make arrangements to plug and test the pipe at no additional 13 cost. 14 2. Allowable Leakage 15 a. No pipe installation should be accepted if the amount of makeup water is 16 greater than that determined using the following formula: 17 In inch -pound units, 18 L= SD-4P 19 148,000 20 21 Where: 22 L = testing allowance (make up water), gallons per hour 23 S = length of pipe tested, ft. 24 D = nominal diameter of pipe, in. 25 P = average test pressure during the hydrostatic test, psi 26 b. For any pipeline that fails to pass hydrostatic test: 27 1) Identify the cause 28 2) Repair the leak 29 3) Restore the trench and surface 30 4) Retest 31 c. All costs associated with repairing the pipeline to pass the hydrostatic test is the 32 sole responsibility of the Contractor and included in the price per linear foot of 33 pipe. 34 d. If the City determines that an existing system valve is responsible for the 35 hydrostatic test to fail, the Contractor shall make provisions to test the pipeline 36 without the use of the system valve. 37 e. There shall be no additional payment to the Contractor if the existing valve is 38 unable to sustain the hydrostatic test and shall be included in the price per linear 39 foot of pipe. 40 F. Disinfection 41 1. General 42 a. Disinfection of the main shall be accomplished by the "continuous feed" 43 method or the "slug" method as determined by the Contractor. 44 b. The free chlorine amounts shown are minimums. The Contractor may require 45 higher rates. 46 1) Calcium hypochlorite granules shall be used as the source of chlorine. 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033413-7 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 7 of 8 1 2. Contractor Requirements 2 a. Furnish all equipment, material and labor to satisfactorily prepare the main for 3 the disinfection method approved by the City with adequate provisions for 4 sampling. 5 b. Make all necessary taps into the main to accomplish chlorination of a new line, 6 unless otherwise specified in the Contract Documents. 7 c. After satisfactory completion of the disinfection operation, as determined by 8 the City, remove surplus pipe at the chlorination and sampling points, plug the 9 remaining pipe, backfrll and complete all appurtenant work necessary to secure 10 the main. 11 G. Dechlorination 12 1. General. All chlorinated water shall be de -chlorinated before discharge to the 13 environment. Chemical amounts, as listed in ANSI/AWWA C651: "Disinfecting 14 Water Mains", shall be used to neutralize the residual chlorine concentrations using 15 de -chlorination procedures listed in ANSI/AWWA C655: "Field De -Chlorination". 16 De -Chlorination shall continue until chlorine residual is non -detectable. 17 2. Testing. Contractor shall continuously test for the chlorine residual level 18 immediately downstream of the de -chlorination process, during the entire discharge 19 of the chlorinated water. Contractor shall periodically conduct chlorine residual 20 testing and check for possible fish kills at locations where discharged water enters 21 the existing watershed. 22 3. Fish Kill. If a fish kill occurs associated with the discharge of water from the 23 distribution system or any other construction activities: 24 a. The Contract shall immediately alter activities to prevent further fish kills. 25 b. The Contractor shall immediately notify Water Department Field Operations 26 Dispatch. 27 c. The Contractor shall coordinate with City to properly notify TCEQ. 28 d. Any fines assessed by the TCEQ (or local, state of federal agencies) for fish 29 kills shall be the responsibility of the Contractor. 30 H. Bacteriological Testing (Water Sampling) 31 1. General 32 a. Notify the City when the main is suitable for sampling. 33 b. The City shall then take water samples from a suitable tap for analysis by the 34 City's laboratory, unless otherwise specified in the Contract Documents. 35 1) No hose or fire hydrant shall be used in the collection of samples. 36 2. Water Sampling 37 a. Complete microbiological sampling prior to connecting the new main into the 38 existing distribution system in accordance with AWWA C651. 39 b. Collect samples for bacteriological analysis in sterile bottles treated with 40 sodium thiosulfate. 41 c. Collect 2 consecutive sets of acceptable samples, taken at least 24 hours apart, 42 from the new main. 43 d. Collect at least 1 set of samples from every 1,000 linear feet of the new main 44 (or at the next available sampling point beyond 1,000 linear feet as designated 45 by the City), plus 1 set from the end of the line and at least 1 set from each 46 branch. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 1 2 033413-1 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 1 of 20 SECTION 33 05 10 UTILITY TRENCH EXCAVATION, EMBEDMENT AND BACKFILL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Excavation, Embedment and Backfill for: 7 a. Pressure Applications 8 1) Water Distribution or Transmission Main 9 2) Wastewater Force Main 10 3) Reclaimed Water Main 11 b. Gravity Applications 12 1) Wastewater Gravity Mains 13 2) Storm Sewer Pipe and Culverts 14 3) Storm Sewer Precast Box and Culverts 15 2. Including: 16 a. Excavation of all material encountered, including rock and unsuitable materials 17 b. Disposal of excess unsuitable material 18 c. Site specific trench safety 19 d. Pumping and dewatering 20 e. Embedment 21 f. Concrete encasement for utility lines 22 g. Bacicfill 23 h. Compaction 24 B. Deviations from this City of Fort Worth Standard Specification 25 1. None. 26 C. Related Specification Sections include, but are not necessarily limited to: 27 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 28 Contract 29 2. Division 1 — General Requirements 30 3. Section 02 41 13 — 31 4. Section 02 41 15 — 32 5. Section 02 41 14 — 33 6. Section 03 30 00 34 7. Section 03 34 13 35 8. Section 31 10 00 36 9. Section 31 25 00 37 10. Section 33 05 26 38 11. Section 34 71 13 39 Selective Site Demolition Paving Removal Utility Removal/Abandonment — Cast -in -place Concrete — Controlled Low Strength Material (CLSM) — Site Clearing — Erosion and Sediment Control — Utility Markers/Locators — Traffic Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033413-3 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 3 of 20 1 b) Additional Testing 2 c) Ground water control system installation 3 d) Ground water control system operations and maintenance 4 e) Disposal of water 5 f) Removal of ground water control system 6 5. Trench Safety 7 a. Measurement 8 1) Measured per linear foot of excavation for all trenches that require trench 9 safety in accordance with OSHA excavation safety standards (29 CFR Part 10 1926 Subpart P Safety and Health regulations for Construction) 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 bid per linear foot of excavation to comply with OSHA excavation 15 safety standards (29 CFR Part 1926.650 Subpart P), including, but not 16 limited to, all submittals, labor and equipment. 17 1.3 REFERENCES 18 A. Definitions 19 1. General — Definitions used in this section are in accordance with Terminologies 20 ASTM F412 and ASTM D8 and Terminology ASTM D653, unless otherwise 21 noted. 22 2. Definitions for trench width, backfill, embedment, initial backfill, pipe zone, 23 haunching bedding, springline, pipe zone and foundation are defined as shown in 24 the following schematic: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033413-5 CONTROLLED LOW STRENGPII MATERIAL (CLSM) Page 5 of 20 1 e. ASTM C535-09 Standard Test Method for Resistance to Degradation of Large- 2 Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine 3 f. ASTM D588 — Standard Test method for Moisture -Density Relations of Soil- 4 Cement Mixture 5 g. ASTM D698-07 Test Method for Laboratory Compaction Characteristics of 6 Soil Using Stand Efforts (12,400 ft-lb/ft3 600 Kn-m/M3)). 7 h. ASTM 1556 Standard Test Methods for Density and Unit Weight of Soils in 8 Place by Sand Cone Method. 9 i. ASTM 2487 — 10 Standard Classification of Soils for Engineering Purposes 10 (Unified Soil Classification System) 11 j. ASTM 2321-09 Underground Installation of Thermoplastic Pipe for Sewers 12 and Other Gravity -Flow Applications 13 k. ASTM D2922 — Standard Test Methods for Density of Soils and Soil 14 Aggregate in Place by Nuclear Methods (Shallow Depth) 15 1. ASTM 3017 - Standard Test Method for Water Content of Soil and Rock in 16 place by Nuclear Methods (Shallow Depth) 17 m. ASTM D4254 - Standard Test Method for Minimum Index Density and Unit 18 Weight of Soils and Calculations of Relative Density 19 3. OSHA 20 a. Occupational Safety and Health Administration CFR 29, Part 1926-Safety 21 Regulations for Construction, Subpart P - Excavations 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Utility Company Notification 25 a. Notify area utility companies at least 48 hours in advance, excluding weekends 26 and holidays, before starting excavation. 27 b. Request the location of buried lines and cables in the vicinity of the proposed 28 work. 29 B. Sequencing 30 1. Sequence work for each section of the pipe installed to complete the embedment 31 and backfill placement on the day the pipe foundation is complete. 32 2. Sequence work such that proctors are complete in accordance with ASTM D698 33 prior to commencement of construction activities. 34 1.5 SUBMITTALS 35 A. Submittals shall be in accordance with Section 01 33 00. 36 B. All submittals shall be approved by the City prior to construction. 37 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 38 A. Shop Drawings 39 1. Provide detailed drawings and explanation for ground water and surface water 40 control, if required. 41 2. Trench Safety Plan in accordance with Occupational Safety and Health 42 Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - 43 Excavations 44 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033413-7 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 7 of 20 1 2.2 MATERIALS 2 A. Materials 3 1. Utility Sand 4 a. Granular and free flowing 5 b. Generally meets or exceeds the limits on deleterious substances per Table 1 for 6 fine aggregate according to ASTM C 33 7 c. Reasonably free of organic material 8 d. Gradation: Sieve Size Percent Retained 1 inch 0 3/8 inch 0-10 #40 20-60 #100 95 9 2. Crushed Rock 10 a. Durable crushed rock or recycled concrete 11 b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67 12 c. May be unwashed 13 d. Free from significant silt clay or unsuitable materials 14 e. Percentage of wear not more than 40 percent per ASTM C131 or C535 15 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 16 sodium sulfate soundness per ASTM C88 17 3. Fine Crushed Rock 18 a. Durable crushed rock 19 b. Meets the gradation of ASTM D448 size numbers 8 or 89 20 c. May be unwashed 21 d. Free from significant silt clay or unsuitable materials. 22 e. Have a percentage of wear not more than 40 percent per ASTM C131 or C535 23 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 24 sodium sulfate soundness per ASTM C88 25 4. Ballast Stone 26 a. Stone ranging from 3 inches to 6 inches in greatest dimension. 27 b. May be unwashed 28 c. Free from significant silt clay or unsuitable materials 29 d. Percentage of wear not more than 40 percent per ASTM C131 or C535 30 e. Not more than a 12 percent maximum loss when subjected to 5 cycles of 31 sodium sulfate soundness per ASTM C88 32 5. Acceptable Backfill Material 33 a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with 34 ASTM D2487 35 b. Free from deleterious materials, boulders over 6 inches in size and organics 36 c. Can be placed free from voids 37 d. Must have 20 percent passing the number 200 sieve 38 6. Blended Backfill Material 39 a. In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 40 b. Blended with in -situ or imported acceptable backfill material to meet the 41 requirements of an Acceptable Backfill Material 42 c. Free from deleterious materials, boulders over 6 inches in size and organics CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033413-9 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 9 of 20 1 b. Soils Classified as ML or OH in accordance with ASTM D2487 2 1) High -tenacity monofilament polypropylene woven yarn 3 2) Percent open area of 8 percent to 10 percent 4 3) Fibers shall retain their relative position 5 4) Inert to biological degradation 6 5) Resist naturally occurring chemicals 7 6) UV Resistant 8 7) Mirafi FW402 by Tencate, or approved equal 9 2.3 ACCESSORIES [NOT USED] 10 2.4 SOURCE QUALITY CONTROL [NOT USED] 11 PART 3 - EXECUTION 12 3.1 INSTALLERS [NOT USED] 13 3.2 EXAMINATION 14 A. Verification of Conditions 15 1. Review all known, identified or marked utilities, whether public or private, prior to 16 excavation. 17 2. Locate and protect all known, identified and marked utilities or underground 18 facilities as excavation progresses. 19 3. Notify all utility owners within the project limits 48 hours prior to beginning 20 excavation. 21 4. The information and data shown in the Drawings with respect to utilities is 22 approximate and based on record information or on physical appurtenances 23 observed within the project limits. 24 5. Coordinate with the Owner(s) of underground facilities. 25 6. Immediately notify any utility owner of damages to underground facilities resulting 26 from construction activities. 27 7. Repair any damages resulting from the construction activities. 28 B. Notify the City immediately of any changed condition that impacts excavation and 29 installation of the proposed utility. 30 3.3 PREPARATION 31 A. Protection of In -Place Conditions 32 1. Pavement 33 a. Conduct activities in such a way that does not damage existing pavement that is 34 designated to remain. 35 1) Where desired to move equipment not licensed for operation on public 36 roads or across pavement, provide means to protect the pavement from all 37 damage. 38 b. Repair or replace any pavement damaged due to the negligence of the 39 contractor outside the limits designated for pavement removal at no additional 40 cost to the City. 41 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033413-11 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 11 of 20 1 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings 2 and bracing in accordance with the Excavation Safety Plan. 3 4. The bottom of the excavation shall be firm and free from standing water. 4 a. Notify the City immediately if the water and/or the in -situ soils do not provide 5 for a firm trench bottom. 6 b. The City will determine if any changes are required in the pipe foundation or 7 bedding. 8 5. Unless otherwise permitted by the Drawings or by the City, the limits of the 9 excavation shall not advance beyond the pipe placement so that the trench may be 10 backfilled in the same day. 11 6. Over Excavation 12 a. Fill over excavated areas with the specified bedding material as specified for 13 the specific pipe to be installed. 14 b. No additional payment will be made for over excavation or additional bedding 15 material. 16 7. Unacceptable Backfill Materials 17 a. In -situ soils classified as unacceptable backfill material shall be separated from 18 acceptable backfill materials. 19 b. If the unacceptable backfill material is to be blended in accordance with this 20 Specification, then store material in a suitable location until the material is 21 blended. 22 c. Remove all unacceptable material from the project site that is not intended to be 23 blended or modified. 24 8. Rock — No additional compensation will be paid for rock excavation or other 25 changed field conditions. 26 B. Shoring, Sheeting and Bracing 27 1. Engage a Licensed Professional Engineer in the State of Texas to design a site 28 specific excavation safety system in accordance with Federal and State 29 requirements. 30 2. Excavation protection systems shall be designed according to the space limitations 31 as indicated in the Drawings. 32 3. Furnish, put in place and maintain a trench safety system in accordance with the 33 Excavation Safety Plan and required by Federal, State or local safety requirements. 34 4. If soil or water conditions are encountered that are not addressed by the current 35 Excavation Safety Plan, engage a Licensed Professional Engineer in the State of 36 Texas to modify the Excavation Safety Plan and provide a revised submittal to the 37 City. 38 5. Do not allow soil, or water containing soil, to migrate through the Excavation 39 Safety System in sufficient quantities to adversely affect the suitability of the 40 Excavation Protection System. Movable bracing, shoring plates or trench boxes 41 used to support the sides of the trench excavation shall not: 42 a. Disturb the embedment located in the pipe zone or lower 43 b. Alter the pipe's line and grade after the Excavation Protection System is 44 removed 45 c. Compromise the compaction of the embedment located below the spring line of 46 the pipe and in the haunching CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 033413-13 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 13 of 20 1 c. If ground water is in sufficient quantity to cause sand to pump, then use crushed 2 rock as embedment. 3 1) If crushed rock is not specifically identified in the Contract Documents, 4 then crushed rock shall be paid by the pre -bid unit price. 5 d. Place evenly spread bedding material on a firm trench bottom. 6 e. Provide firm, uniform bedding. 7 f. Place pipe on the bedding in accordance with the alignment of the Drawings. 8 g. In no case shall the top of the pipe be less than 42 inches from the surface of the 9 proposed grade, unless specifically called for in the Drawings. 10 h. Place embedment, including initial backfill, to a minimum of 6 inches, but not 11 more than 12 inches, above the pipe. 12 i. Where gate valves are present, the initial backfill shall extend to 6 inches above 13 the elevation of the valve nut. 14 j. Form all blocking against undisturbed trench wall to the dimensions in the 15 Drawings. 16 k. Compact embedment and initial backfill. 17 1. Place marker tape on top of the initial trench backfill in accordance with 18 Section 33 05 26. 19 2. Water Lines 16-inches through 24-inches in diameter: 20 a. The entire embedment zone shall be of uniform material. 21 b. Utility sand may be used for embedment when the excavated trench depth is 22 less than 15 feet deep. 23 c. Crushed rock or fine crushed rock shall be used for embedment for excavated 24 trench depths 15 feet, or greater. 25 d. Crushed rock shall be used for embedment for steel pipe. 26 e. Provide trench geotextile fabric at any location where crushed rock or fine 27 crushed rock come into contact with utility sand 28 f. Place evenly spread bedding material on a firm trench bottom. 29 g. Provide firm, uniform bedding. 30 1) Additional bedding may be required if ground water is present in the 31 trench. 32 2) If additional crushed rock is required not specifically identified in the 33 Contract Documents, then crushed rock shall be paid by the pre -bid unit 34 price. 35 h. Place pipe on the bedding according to the alignment shown on the Drawings. 36 i. The pipe line shall be within: 37 1) +3 inches of the elevation on the Drawings for 16-inch and 24-inch water 38 lines 39 j. Place and compact embedment material to adequately support haunches in 40 accordance with the pipe manufacturer's recommendations. 41 k. Place remaining embedment including initial backfill to a minimum of 6 inches, 42 but not more than 12 inches, above the pipe. 43 1. Where gate valves are present, the initial backfill shall extend to up to the valve 44 nut. 45 m. Compact the embedment and initial backfill to 95 percent Standard Proctor 46 ASTM D 698. 47 n. Density test may be performed by City to verify that the compaction of 48 embedment meets requirements. 49 0. Place trench geotextile fabric on top of the initial backfill. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 03 34 13 - 15 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 15 of 20 1 i. For sewer lines greater than 30 inches in diameter, the embedment lift shall not 2 exceed the spring line prior to compaction. 3 j. Place remaining embedment including initial backfill to a minimum of 6 inches, 4 but not more than 12 inches, above the pipe. 5 k. Compact the embedment and initial backfill to 95 percent Standard Proctor 6 ASTM D 698. 7 1. Density test may be performed by City to verify that the compaction of 8 embedment meets requirements. 9 m. Place trench geotextile fabric on top of the initial backfill. 10 n. Place marker tape on top of the trench geotextile fabric in accordance with 11 Section 33 05 26. 12 5. Storm Sewer (RCP) 13 a. The bedding and the pipe zone up to the spring line shall be of uniform 14 material. 15 b. Crushed rock shall be used for embedment up to the spring line. 16 c. The specified backfill material may be used above the spring line. 17 d. Place evenly spread bedding material on a firm trench bottom. 18 e. Spread bedding so that lines and grades are maintained and that there are no 19 sags in the storm sewer pipe line. 20 f. Provide firm, uniform bedding. 21 1) Additional bedding may be required if ground water is present in the 22 trench. 23 2) If additional crushed rock is required which is not specifically identified in 24 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 25 price. 26 g. Place pipe on the bedding according to the alignment of the Drawings. 27 h. The pipe line shall be within ±0.1 inches of the elevation, and be consistent 28 with the grade, shown on the Drawings. 29 i. Place embedment material up to the spring line. 30 1) Place embedment to ensure that adequate support is obtained in the haunch. 31 j. Compact the embedment and initial backfill to 95 percent Standard Proctor 32 ASTM D 698. 33 k. Density test may be performed by City to verify that the compaction of 34 embedment meets requirements. 35 1. Place trench geotextile fabric on top of pipe and crushed rock. 36 6. Storm Sewer Reinforced Concrete Box 37 a. Crushed rock shall be used for bedding. 38 b. The pipe zone and the initial backfill shall be: 39 1) Crushed rock, or 40 2) Acceptable backfill material compacted to 95 percent Standard Proctor 41 density 42 c. Place evenly spread compacted bedding material on a firm trench bottom. 43 d. Spread bedding so that lines and grades are maintained and that there are no 44 sags in the storm sewer pipe line. 45 e. Provide firm, uniform bedding. 46 1) Additional bedding may be required if ground water is present in the 47 trench. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 03 3413 - 17 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 17 of 20 1 b. Final backfill depth 15 feet or greater: (under pavement or future pavement) 2 1) Backfill depth from 0 to 15 feet deep 3 a) Backfill with: 4 (1) Acceptable backfill material 5 (2) Blended backfill material, or 6 (3) Select backfill material, CSS, or CLSM when specifically required 7 2) Backfill depth from 15 feet and greater 8 a) Backfill with: 9 (1) Select Fill 10 (2) CSS, or 11 (3) CLSM when specifically required 12 c. Final backfill depth 15 feet or greater: (not under pavement or future pavement) 13 1) Backfill with: 14 a) Acceptable backfill material, or 15 b) Blended backfill material 16 d. Backfill for service lines: 17 1) Backfill for water or sewer service lines shall be the same as the 18 requirement of the main that the service is connected to. 19 3. Required Compaction and Density 20 a. Final backfill (depths less than 15 feet) 21 1) Compact acceptable backfill material, blended backfill material or select 22 backfill to a minimum of 95 percent Standard Proctor per ASTM D698 at 23 moisture content within -2 to +5 percent of the optimum moisture. 24 2) CSS or CLSM requires no compaction. 25 b. Final backfill (depths 15 feet and greater/under existing or future pavement) 26 1) Compact select backfill to a minimum of 98 percent Standard Proctor per 27 ASTM D 698 at moisture content within -2 to +5 percent of the optimum 28 moisture. 29 2) CSS or CLSM requires no compaction. 30 c. Final backfill (depths 15 feet and greater/not under existing or future pavement) 31 1) Compact acceptable backfill material blended backfill material, or select 32 backfill to a minimum of 95 percent Standard Proctor per ASTM D 698 at 33 moisture content within -2 to +5 percent of the optimum moisture. 34 4. Saturated Soils 35 a. If in -situ soils consistently demonstrate that they are greater than 5 percent over 36 optimum moisture content, the soils are considered saturated. 37 b. Flooding the trench or water jetting is strictly prohibited. 38 c. If saturated soils are identified in the Drawings or Geotechnical Report in the 39 Appendix, Contractor shall proceed with Work following all backfill 40 procedures outlined in the Drawings for areas of soil saturation greater than 5 41 percent. 42 d. If saturated soils are encountered during Work but not identified in Drawings or 43 Geotechnical Report in the Appendix: 44 1) The Contractor shall: 45 a) Immediately notify the City. 46 b) Submit a Contract Claim for Extra Work associated with direction from 47 City. 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 03 34 13 - 19 CONTROLLED LOW STRENGTI-I MATERIAL (CLSM) Page 19 of 20 1 3.5 REPAIR [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL 4 A. Field Tests and Inspections 5 1. Proctors 6 a. The City will perform Proctors in accordance with ASTM D698. 7 b. Test results will generally be available to within 4 calendar days and distributed 8 to: 9 1) Contractor 10 2) City Project Manager 11 3) City Inspector 12 4) Engineer 13 c. Notify the City if the characteristic of the soil changes. 14 d. City will perform new proctors for varying soils: 15 1) When indicated in the geotechnical investigation in the Appendix 16 2) If notified by the Contractor 17 3) At the convenience of the City 18 e. Trenches where different soil types are present at different depths, the proctors 19 shall be based on the mixture of those soils. 20 2. Density Testing of Backfill 21 a. Density Tests shall be in conformance with ASTM D2922. 22 b. Provide a testing trench protection for trench depths in excess of 5 feet. 23 c. Place, move and remove testing trench protection as necessary to facilitate all 24 test conducted by the City. 25 d. For final backfill depths less than 15 feet and trenches of any depth not under 26 existing or future pavement: 27 1) The City will perform density testing twice per working day when 28 backfilling operations are being conducted. 29 2) The testing lab shall take a minimum of 3 density tests of the current lift in 30 the available trench. 31 e. For final backfill depths 15 feet and greater deep and under existing or future 32 pavement: 33 1) The City will perform density testing twice per working day when 34 backfilling operations are being conducted. 35 2) The testing lab shall take a minimum of 3 density tests of the current lift in 36 the available trench. 37 3) The testing lab will remain onsite sufficient time to test 2 additional lifts. 38 f. Make the excavation available for testing. 39 g. The City will determine the location of the test. 40 h. The City testing lab will provide results to Contractor and the City's Inspector 41 upon completion of the testing. 42 i. A formal report will be posted to the City's Buzzsaw site within 48 hours. 43 j. Test reports shall include: 44 1) Location of test by station number 45 2) Time and date of test 46 3) Depth of testing 47 4) Field moisture CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 1 2 330513-1 FRAME, COVER, AND GRADE RINGS Page 1 of 5 SECTION 33 05 13 FRAME, COVER, AND GRADE RINGS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Frame, cover and grade rings used as access ports into water, sanitary sewer and 7 storm drain structures such manholes or vaults 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. This Item is considered subsidiary to the structure containing the frame, cover 18 and grade rings. 19 2. Payment 20 a. The work performed and the materials furnished in accordance with this Item 21 are subsidiary to the unit price bid per each structure complete in place, and no 22 other compensation will be allowed. 23 1.3 REFERENCES 24 A. Reference Standards 25 1. Reference standards cited in this Specification refer to the current reference 26 standard published at the time of the latest revision date logged at the end of this 27 Specification, unless a date is specifically cited. 28 2. ASTM International (ASTM) 29 a. ASTM A48 — Standard Specification for Gray Iron Castings 30 b. ASTM A536 - Standard Specification for Ductile Iron Castings 31 c. ASTM C478 - Specification for Precast Reinforced Concrete Manhole Sections 32 3. American Association of State Highways and Transportation Officials (AASHTO) 33 a. AASHTO M306 — Standard Specification for Drainage, Sewer, Utility and 34 Related Castings 35 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 36 1.5 SUBMITTALS 37 A. Submittals shall be in accordance with Section 01 33 00. 38 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 39 specials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330513-3 FRAME, COVER, AND GRADE RINGS Page 3 of 5 1 d. Standard Dimensions 2 1) Sanitary Sewer 3 a) Provide a clear opening of 30 inches for all sanitary sewer frames and 4 cover assemblies unless otherwise specified in the Contract Documents. 5 2) Storm Drain 6 a) Provide a clear opening of 19 3/a inches for all storm drain frames, inlets 7 and cover assemblies unless otherwise specified in the Contract 8 Documents. 9 b) Provide a minimum clear opening of 22 '/z inches for all storm sewer 10 manholes and junction structures. 11 e. Standard Labels 12 1) Water 13 a) Cast lid with the word "WATER" in 2-inch letters across the lid. 14 2) Sanitary Sewer 15 a) Cast lid with the word "SANITARY SEWER" in 2-inch letters across 16 the lid. 17 3) Storm Drain 18 a) Cast lid with the word "STORM DRAIN" in 2-inch letters across the 19 lid. 20 f. Hinge Covers 21 1) Provide water tight gasket on all hinged covers. 22 2) Water 23 a) Provide hinged covers for all water structures. 24 3) Sanitary Sewer 25 a) Provide hinged covers for all manholes or structures constructed over 26 24-inch sewer lines and larger and for manholes where rim elevations 27 are greater than 12 inches above the surface. 28 C. Grade Rings 29 1. Provide grade rings in sizes from 2-inch up to 8-inch. 30 2. Use concrete in traffic loading areas. 31 3. In non -traffic areas concrete or HDPE can be used. 32 D. Joint Sealant 33 1. Provide a pre -formed or trowelable bitumastic sealant in an extrudable or flat tape 34 form. 35 2. Provide sealant that is not dependant on a chemical action for its adhesive 36 properties or cohesive strength. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 1 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD [oRI SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 11 END OF SECTION 12 13 330513-5 FRAME, COVER, AND GRADE RINGS Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.B.4.d.2)b) — Updated to clear opening dimensions to 22 % inches CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330514-2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 2 of 7 1 5) Grade rings or other adjustment device 2 6) Reuse of the existing manhole frame and cover 3 7) Furnishing, placing and compaction of embedment and backfill 4 8) Concrete base material 5 9) Permanent asphalt patch or concrete paving repair, as required 6 10) Clean-up 7 2. Manhole - Major Adjustment 8 a. Measurement 9 1) Measurement for this Item shall be per each adjustment requiring structural 10 modifications to raise or lower a manhole to a grade as specified on the 11 Drawings. 12 b. Payment 13 1) The work performed and the materials furnished in accordance with this 14 Item will be paid for at the unit price bid per each "Manhole Adjustment, 15 Major" completed. 16 c. The price bid shall include: 17 1) Pavement removal 18 2) Excavation 19 3) Hauling 20 4) Disposal of excess material 21 5) Structural modifications, grade rings or other adjustment device 22 6) Reuse of the existing manhole frame and cover 23 7) Furnishing, placing and compaction of embedment and backfill 24 8) Concrete base material 25 9) Permanent asphalt patch or concrete paving repair, as required 26 10) Clean-up 27 3. Manhole - Major Adjustment with Frame and Cover 28 a. Measurement 29 1) Measurement for this Item shall be per each adjustment requiring structural 30 modifications to raise or lower a manhole to a grade specified on the 31 Drawings or structural modifications for a manhole requiring a new frame 32 and cover, often for changes to cover diameter. 33 b. Payment 34 1) The work performed and the materials furnished in accordance with this 35 Item will be paid for at the unit price bid per each "Manhole Adjustment, 36 Major w/ Cover" completed. 37 c. The price bid shall include: 38 1) Pavement removal 39 2) Excavation 40 3) Hauling 41 4) Disposal of excess material 42 5) Structural modifications, grade rings or other adjustment device 43 6) Frame and cover 44 7) Furnishing, placing and compaction of embedment and backfill 45 8) Concrete base material 46 9) Permanent asphalt patch or concrete paving repair, as required 47 10) Clean-up 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330514-4 ADJUSTING MANI-IOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 4 of 7 1 3) Hauling 2 4) Disposal of excess material 3 5) Adjustment device 4 6) Furnishing, placing and compaction of embedment and backfill 5 7) Concrete base material, as required 6 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 7 required 8 9) Clean-up 9 7. Fire Hydrant 10 a. Measurement 11 1) Measurement for this Item shall be per each adjustment requiring stem 12 extensions to meet a grade specified by the Drawings. 13 b. Payment 14 1) The work performed and the materials furnished in accordance with this 15 Item will be paid for at the unit price bid per each "Fire Hydrant Stem 16 Extension" completed. 17 c. The price bid shall include: 18 1) Pavement removal 19 2) Excavation 20 3) Hauling 21 4) Disposal of excess material 22 5) Adjustment materials 23 6) Furnishing, placing and compaction of embedment and backfill 24 7) Concrete base material, as required 25 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 26 required 27 9) Clean-up 28 8. Miscellaneous Structure 29 a. Measurement 30 1) Measurement for this Item shall be per each adjustment requiring structural 31 modifications to said structure to a grade specified on the Drawings. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item will be paid for at the unit price bid per each "Miscellaneous Structure 35 Adjustment" completed. 36 c. The price bid shall include: 37 1) Pavement removal 38 2) Excavation 39 3) Hauling 40 4) Disposal of excess material 41 5) Structural modifications 42 6) Furnishing, placing and compaction of embedment and backfill 43 7) Concrete base material 44 8) Permanent asphalt patch or concrete paving repair, as required 45 9) Clean-up 46 1.3 REFERENCES 47 A. Definitions 48 1. Minor Adjustment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330514-6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 6 of 7 1 E. Backfill material 2 1. See Section 33 05 10. 3 F. Water valve box extension 4 1. See Section 33 12 20. 5 G. Corrosion Protection Test Station 6 1. See Section 33 04 11. 7 H. Cast -in -Place Concrete Manholes 8 1. See Section 33 39 10. 9 I. Precast Concrete Manholes 10 1. See Section 33 39 20. 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 16 A. Verification of Conditions 17 1. Examine existing structure to be adjusted, for damage or defects that may affect 18 grade adjustment. 19 a. Report issue to City for consideration before beginning adjustment. 20 3.3 PREPARATION 21 A. Grade Verification 22 1. On major adjustments confirm any grade change noted on Drawings is consistent 23 with field measurements. 24 a. If not, coordinate with City to verify final grade before beginning adjustment. 25 3.4 ADJUSTMENT 26 A. Manholes, Inlets, and Miscellaneous Structures 27 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 28 30-inch frame and cover assembly per TCEQ requirement. 29 2. On manhole major adjustments, inlets and miscellaneous structures protect the 30 bottom using wood forms shaped to fit so that no debris blocks the invert or the 31 inlet or outlet piping in during adjustments. 32 a. Do not use any more than a 2-piece bottom. 33 3. Do not extend chimney portion of the manhole beyond 24 inches. 34 4. Use the least number of grade rings necessary to meet required grade. 35 a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch 36 rings. 37 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330516-1 CONCRETE WATER VAULTS 1 2 SECTION 33 05 16 CONCRETE WATER VAULTS Page 1 of 5 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Concrete vaults to be used in water utility applications 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 03 30 00 — Cast -In -Place Concrete 14 4. Section 03 80 00 — Modifications to Existing Concrete Structures 15 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Measurement 19 a. This Item is considered subsidiary to Water Meter and Vault. 20 2. Payment 21 a. The work performed and materials furnished in accordance with this Item are 22 subsidiary to the unit price bid per each "Water Meter and Vault" complete in 23 place and no other compensation will be allowed. 24 1.3 REFERENCES 25 A. Reference Standards 26 1. Reference standards cited in this Specification refer to the current reference 27 standard published at the time of the latest revision date logged at the end of this 28 Specification, unless a date is specifically cited. 29 2. American Association of State Highway and Transportation Officials (AASHTO). 30 3. American Concrete Institute (ACI): 31 a. 350, Code Requirements for Environmental Engineering Concrete Structures 32 and Commentary. 33 4. ASTM International (ASTM): 34 a. A615, Standard Specification for Deformed and Plain Carbon -Steel Bars for 35 Concrete Reinforcement. 36 b. C857, Standard Practice for Minimum Structural Design Loading for 37 Underground Precast Concrete Utility Structures 38 c. C858, Standard Specification for Underground Precast Concrete Utility 39 Structures CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330516-3 CONCRETE WATER VAULTS Page 3 of 5 1 PART 2 - PRODUCTS 2 2.1 OWNER -FURNISHED [old OWNER -SUPPLIED PRODUCTS INOT USED] 3 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 4 A. Manufacturers 5 1. Only the manufacturers as listed on the City's Standard Products List will be 6 considered as shown in Section 01 60 00. 7 a. The manufacturer must comply with this Specification and related Sections. 8 2. Any product that is not listed on the Standard Products List is considered a 9 substitution and shall be submitted in accordance with Section 01 25 00. 10 B. Performance / Design Criteria 11 1. Vault 12 a. Vault dimensions per the Drawings 13 b. Opening per the Drawings 14 c. Incorporate a sump into the base or floor of the vault. 15 1) Avoid conflicts with piping. 16 2) Do not locate directly under the access location if applicable. 17 d. Place floor on a minimum 2 percent slope towards the sump. 18 2. Water Pipe Penetrations 19 a. Use adjustable -linked rubber seal devices or grout, as shown in Drawings, to 20 provide seals around pipe penetrations. 21 3. Vault Access 22 a. Cover / Door 23 1) For non -traffic areas — non H-20 loading 30-inch x 36-inch steel single leaf 24 door, Bilco Type J model or approved equal 25 2) For traffic areas — 32-inch hinged ductile iron frame and cover or as shown 26 in manhole lid assembly in Drawings 27 3) With steel door, provide an automatic hold -open arm with release handle 28 and locking device. 29 4) Provide Bilco type fall protection grating under aluminum door that meets 30 OSHA 29 CFR 1910.23 requirements or approved equal. 31 5) Incorporate a drain gutter with an outlet routed to the exterior of the vault 32 lid. 33 b. Ladder 34 1) Provide aluminum ladder by Heron Industries or approved equal. 35 2) Provide ladder to dimensions shown on Drawings. 36 C. Materials 37 1. Concrete for utility construction — Conform to Section 03 30 00. 38 2. Frame and Cover — Conform to Section 33 05 13. 39 3. Grade Ring — Conform to Section 33 05 13 and ASTM C 478. 40 4. Reinforcing Steel — Conform to Section 03 30 00. 41 5. Sewer Pipe Connections — Conform to ASTM C923 or ASTM C1628. 42 6. Adjustable -linked rubber seal devices 43 a. Manufactured by Link -Seal or approved equal 44 7. Interior Coating or Liner — Conform to Section 33 39 60. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 1 3.14 ATTACHMENTS [NOT USED] 2 END OF SECTION 3 4 330516-5 CONCRETE WATER VAULTS Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.B.3 — Modified vault hatch door and ladder requirements 2.2.C.6 — Modified rubber seal requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330517-2 CONCRETE COLLARS Page 2 of 3 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. ASTM International (ASTM): 7 a. D4258, Standard Practice for Surface Cleaning Concrete for Coating. 8 b. D4259, Standard Practice for Abrading Concrete. 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS 19 2.1 OWNER -FURNISHED OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 20 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 21 A. Materials 22 1. Concrete — Conform to Section 03 30 00. 23 2. Reinforcing Steel — Conform to Section 03 21 00. 24 3. Frame and Cover — Conform to Section 33 05 13. 25 4. Grade Ring — Conform to Section 33 05 13. 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 31 A. Evaluation and Assessment 32 1. Verify lines and grades are in accordance to the Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330517-1 CONCRETE COLLARS Page 1 of 7 1 SECTION 33 05 20 2 AUGER BORING 3 PART 1- 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 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 15 4. Section 33 05 22 — Steel Casing Pipe 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Measurement 19 a. This Item is considered subsidiary to steel casing pipe construction. 20 2. Payment 21 a. The work performed and materials furnished in accordance with this Item are 22 subsidiary to the unit price bid per linear foot of By Other Than Open Cut to be 23 complete in place, and no other compensation will be allowed. 24 1.3 REFERENCES 25 A. Reference Standards 26 1. Reference standards cited in this Specification refer to the current reference 27 standard published at the time of the latest revision date logged at the end of this 28 Specification, unless a date is specifically cited. 29 2. Occupational Safety and Health Administration (OSHA) 30 a. OSHA Regulations and Standards for Underground Construction, 29 CFR Part 31 1926, Subpart S, Underground Construction and Subpart P, Excavation. 32 1.4 ADMINISTRATIVE REQUIREMENTS 33 A. Pre -installation 34 1. Provide written notice to the City at least 3 workings days in advance of the 35 planned launch of auger boring operations. 36 1.5 SUBMITTALS 37 A. Submittals shall be in accordance with Section 01 33 00. 38 B. All submittals shall be approved by the City prior to delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330517-3 CONCRETE COLLARS Page 3 of 7 1 b. Gravity Carrier Pipe 2 1) Lateral variation in the final position of the pipe casing from the line and 3 grade established by the Drawings shall be permitted only to the extent of 4 linch in 10 feet provided that such variation shall be regular and only in the 5 direction that will not detrimentally affect the function of the carrier pipe 6 and clearances from other underground utilities or structures. 7 2) Grades shown on Drawings must be maintained vertically. 8 3. Use methods and equipment that control surface settlement and heave above the 9 pipeline to prevent damage to existing utilities, facilities and improvements. 10 a. Limit any ground movements (settlement/heave) to values that shall not cause 11 damage to adjacent utilities or surface features (i.e. pavement, structures, 12 railroad tracks, etc.) 13 b. Repair any damage caused by ground movements at no cost to the City. 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL [NOT USED] 16 PART 3 - EXECUTION 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION 20 A. Boring shall not begin until the following have been completed: 21 1. Review of available utility drawings and location of conduits and underground 22 utilities in all areas where excavation is to be performed. 23 a. Notify the applicable one -call system prior to any excavation to avoid 24 interference with the existing conduits and utilities in accordance with Division 25 1 26 1) Repair damage to existing utilities resulting from excavation at no 27 additional cost to the City. 28 b. Follow notification requirements of permit provider where applicable. 29 2. Complete pit excavations and support systems for each drive in accordance with the 30 requirements of the Specifications. 31 3.4 INSTALLATION 32 A. General 33 1. Immediately notify the City if any problems are encountered with equipment or 34 materials or if the Contractor believes the conditions encountered are materially and 35 significantly different than those represented within the Contract Documents. 36 2. Where pipe is required to be installed under railroad embankments or under 37 highways, streets or other facilities, construction shall be performed in such a 38 manner so as to not interfere with the operation of the railroad, street, highway or 39 other facility, and so as not to weaken or damage any embankment or structure. 40 3. During construction operations, furnish and maintain barricades and lights to 41 safeguard traffic and pedestrians until such time as the backfill has been completed 42 and then remove from the site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330517-5 CONCRETE COLLARS Page 5 of 7 1 D. Boring 2 1. Install steel casing pipe by boring hole with the earth auger and simultaneously 3 jacking pipe into place. 4 2. The boring shall proceed from a pit provided for the boring equipment and 5 workmen. 6 3. Pilot Hole, required for 24-inch and larger casings 7 a. By this method an approximate 2-inch hole shall be bored the entire length of 8 the crossing and shall be checked for line and grade on the opposite end of the 9 bore from the work pit. 10 b. This pilot hole shall serve as the centerline of the larger diameter hole to be 11 bored. 12 c. Other methods of maintaining line and grade on the casing may be approved if 13 acceptable to the Engineer. 14 d. Placed excavated material near the top of the working pit and disposed of as 15 required. 16 1) If no room is available, immediate haul off is required. 17 4. The use of water or other fluids in connection with the boring operation will be 18 permitted only to the extent required to lubricate cuttings. 19 a. Jetting or sluicing will not be permitted. 20 5. In unconsolidated soil formations, a gel -forming colloidal drilling fluid consisting 21 of at least 10 percent of high grade carefully processed bentonite may be used to: 22 a. Consolidate cuttings of the bit 23 b. Seal the walls of the hole 24 c. Furnish lubrication for subsequent removal of cuttings and installation of the 25 pipe immediately thereafter 26 6. Allowable variation from the line and grade shall be as specified in this 27 Specification. 28 7. All voids in excess of 2 inches between bore and outside of casing shall be pressure 29 grouted. 30 E. Contact Grouting 31 1. Contact grout any voids caused by or encountered during the boring. 32 a. Modify equipment and procedures as required to avoid recurrence of excessive 33 settlements or damage. 34 F. Control of Line and Grade 35 1. Monitor line and grade continuously during boring operations. 36 a. Record deviation with respect to design line and grade once at each casing 37 joint. 38 2. If the pipe installation does not meet the specified tolerances, correct the 39 installation, including any necessary redesign of the pipeline or structures and 40 acquisition of necessary easements. 41 3.5 CLEANUP AND RESTORATION 42 A. After completion of the boring, all construction debris, spoils, oil, grease and other 43 materials shall be removed from the pipe, pits and all work areas. 44 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330517-7 CONCRETE COLLARS Page 7 of 7 1 5. Comply with all applicable provisions of OSHA 29 CFR Part 1926, Subpart S, 2 Underground Construction and Subpart P, Excavations. 3 a. In the event of conflict, comply with the more stringent requirements. 4 6. If personnel will enter the pipe during construction, the Contractor shall develop an 5 emergency response plan for rescuing personnel trapped underground in a shaft 6 excavation or pipe. 7 a. Keep on -site all equipment required for emergency response in accordance with 8 the agency having jurisdiction. 9 3.8 SYSTEM STARTUP [NOT USED] 10 3.9 ADJUSTING [NOT USED] 11 3.10 CLEANING [NOT USED] 12 3.11 CLOSEOUT ACTIVITIES [NOT USED] 13 3.12 PROTECTION [NOT USED] 14 3.13 MAINTENANCE [NOT USED] 15 3.14 ATTACHMENTS [NOT USED] 16 17 18 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330517-2 CONCRETE COLLARS Page 2 of 5 1 10) Clean-up 2 1.3 REFERENCES 3 A. Reference Standards 4 1. Reference standards cited in this Specification refer to the current reference 5 standard published at the time of the latest revision date logged at the end of this 6 Specification, unless a date is specifically cited. 7 2. American Association of State Highway and Transportation Officials (AASHTO) 8 a. LRFD, Bridge Design Manual, Section 12.13 9 b. M190, Bituminous -Coated Corrugated Metal Culvert Pipe and Pipe Arches. 10 3. American Society of Testing and Materials (ASTM): 11 a. A123, Standard Specification for Zinc (Hot- Dip Galvanized) Coating on Iron 12 and Steel Products. 13 b. A153, Standard Specification for Zinc Coating (Hot Dip) on Iron and Steel 14 Hardware. 15 c. A1011, Standard Specification for Steel, Sheet and Strip, Hot -Rolled, Carbon, 16 Structural, High -Strength Low -Alloy and High -Strength Los -Alloy with 17 Improved Formability, and Ultra -High Strength. 18 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 19 1.5 SUBMITTALS 20 A. Submittals shall be in accordance with Section 01 33 00. 21 B. All submittals shall be approved by the City prior to delivery. 22 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 23 A. Product Data 24 1. Tunnel Liner Plate and fasteners 25 a. Material data 26 2. Exterior Coating 27 a. Material data 28 b. Field touch-up procedures 29 3. Grout Mix 30 a. Material data 31 B. Shop Drawings 32 1. Submit calculations for the design of the Tunnel Liner Plate sealed by a Licensed 33 Engineer in the State of Texas. 34 2. Detailed plan for grouting the void space on the exterior of the Tunnel Liner Plate 35 3. Grout coupling location and spacing 36 1.7 CLOSEOUT SUBMITTALS [NOT USED] 37 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 38 1.9 QUALITY ASSURANCE [NOT USED] 39 1.10 DELIVERY, STORAGE, AND HANDLING 40 A. Deliver, handle and store Tunnel Liner Plate in accordance with the Manufacturer's 41 recommendations to protect coating systems. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 330517-4 CONCRETE COLLARS Page 4 of 5 b. Tunnel Liner Plates and fasteners shall comply with the requirements of AASHTO LRFD, Bridge Design Manual, Section 12.13. 1) Liner plates shall be punched for bolting on both longitudinal and circumferential seams and fabricated to permit complete erection from the inside of the tunnel. 2) Bolts and nuts shall be galvanized to conform to ASTM A153. 3) Where groundwater is encountered gasketed liner plates shall be used. 4) Plates shall be of uniform fabrication and those intended for 1 size tunnel shall be interchangeable. 5) Field welding of Tunnel Liner Plate, including grout couplings shall not be allowed. 6) The material used for the construction of these plates shall be new, unused and suitable for the purpose intended. 7) Minimum thickness of Tunnel Liner Plate shall be as follows*: Tunnel Diameter (inches) 2-Flanged Liner Plate Thickness (gauge) 4-Flanged Liner Plate Thickness (gauge) Bury Depth: 8 feet —16 feet 48 14 12 54 14 12 60 14 11 66 12 10 72 12 8 Greater than 72 Project Specific Design Project Specific Design 17 *The information in the above table is based on the following assumptions: 18 AASHTO Section 16: "Steel Tunnel Liner Plates", H2O loading angle of 0 and 19 bury depth of 8 feet to 16 feet. For projects not meeting these assumptions, a 20 specific design should be performed to determine the appropriate thickness for 21 the liner plate. 22 2. Casing Insulators 23 a. Casing insulators shall be used for this project in accordance with 24 Section 33 05 24. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 1 2 3 PART 1 - GENERAL SECTION 33 05 22 STEEL CASING PIPE 330517-1 CONCRETE COLLARS Page 1 of 6 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Minimum requirements for manufacturing, furnishing and transporting Steel Casing 7 Pipe to be installed by Open Cut or By Other than Open Cut at the locations shown 8 on the Drawings 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 13 Contract 14 2. Division 1 — General Requirements 15 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 16 4. Section 33 05 20 — Auger Boring 17 5. Section 33 05 23 — Hand Tunneling 18 6. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Open Cut 22 a. Measurement 23 1) Measured horizontally along the surface for length of Steel Casing Pipe 24 installed 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under "Measurement" will be paid for at the unit 28 price bid per linear foot of "Casing, By Open Cut" installed for: 29 a) Various Sizes 30 c. The price bid shall include: 31 1) Furnishing and installing Steel Casing Pipe as specified by the Drawings 32 2) Mobilization 33 3) Pavement removal 34 4) Excavation 35 5) Hauling 36 6) Disposal of excess material 37 7) Furnishing, placement, and compaction of embedment 38 8) Furnishing, placement, and compaction of backfill 39 9) Clean-up 40 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330517-3 CONCRETE COLLARS Page 3of6 1 2. Interior Coating 2 a. Material data 3 b. Field touch-up procedures 4 B. Shop Drawings 5 1. No shop drawings required for Auger Boring 6 2. For Tunneling, provide the following: 7 a. Furnish details for Steel Casing Pipe outlining the following: 8 1) Grout/lubrication ports 9 2) Joint details 10 3) Other miscellaneous items for furnishing and fabricating pipe 11 b. Submit calculations in a neat, legible format that is sealed by a Licensed 12 Professional Engineer in Texas, consistent with the information provided in the 13 geotechnical report, and includes: 14 1) Calculations confirming that pipe jacking capacity is adequate to resist the 15 anticipated jacking loads for each crossing with a minimum factor of safety 16 of 2 17 2) Calculations confirming that pipe capacity is adequate to safely support all 18 other anticipated loads, including earth and groundwater pressures, 19 surcharge loads, and handling loads 20 3) Calculations confirming that jointing method will support all loading 21 conditions 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE [NOT USED] 25 1.10 DELIVERY, STORAGE, AND HANDLING 26 A. Delivery, Handling, and Storage 27 1. Prior to delivery of the pipe, end/internal bracing shall be furnished and 28 installed, as recommended by the manufacturer, for protection during shipping 29 and storage. 30 2. Deliver, handle and store pipe in accordance with the Manufacturer's 31 recommendations to protect coating systems. 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS 35 2.1 OWNER -FURNISHED loin] OWNER-SUPPLIEDPRODUCTS [NOT USED] 36 2.2 MATERIALS 37 A. Design Criteria 38 1. The Contractor is fully responsible for the design of Steel Casing Pipe that meets or 39 exceeds the design requirements of this Specification and that is specifically 40 designed for installation by the intended trenchless method. 41 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330517-5 CONCRETE COLLARS Page 5 of 6 1 2. Dimensional Tolerances 2 a. Furnishing and installing Steel Casing Pipe with dimensional tolerances that are 3 compatible with performance requirements and proposed installation methods 4 that meet or exceed the specific requirements below: 5 1) Minimum wall thickness at any point shall be at least 87.5 percent of the 6 nominal wall thickness. 7 2) Outside circumference within 1.0 percent or 3/4 inch of the nominal 8 circumference, whichever is less. 9 3) Outside diameter of the pipe shall be within 1/8 inch of the nominal outside 10 diameter. 11 4) Roundness such that the difference between the major and minor outside 12 diameters shall not exceed 0.5 percent of the specified nominal outside 13 diameter or 1/4 inch, whichever is less. 14 5) Maximum allowable straightness deviation of 1/8 inch in any 10-foot 15 length. 16 3. All steel pipe shall have square ends. 17 a. The ends of pipe sections shall not vary by more than 1/8 inch at any point from 18 a true plane perpendicular to the axis of the pipe and passing through the center 19 of the pipe at the end. 20 b. When pipe ends have to be beveled for welding, the ends shall be beveled on 21 the outside to an angle of 35 degrees with a tolerance oft 2'/2 degrees and with 22 a width of root face 1/16 inch ± 1/32 inch. 23 4. Steel Casing Pipe shall be fabricated with longitudinal weld seams. 24 a. All girth weld seams shall be ground flush. 25 C. Finishes 26 1. Provide inside and outside of Steel Casing Pipe with a coal -tar protective coating in 27 accordance with the requirements of AWWA C203. 28 a. Touch up after field welds shall provide coating equal to those specified above. 29 2.3 ACCESSORIES [NOT USED] 30 2.4 SOURCE QUALITY CONTROL [NOT USED] 31 PART 3 - EXECUTION 32 3.1 INSTALLERS [NOT USED] 33 3.2 EXAMINATION [NOT USED] 34 3.3 PREPARATION [NOT USED] 35 3.4 INSTALLATION 36 A. Install Steel Casing Pipe for By Other than Open Cut in accordance with Section 33 05 37 20 or Section 33 05 23. Install Steel Casing Pipe for Open Cut in accordance with 38 Section 33 05 10. 39 1. Steel Casing Pipe connections shall be achieved by full penetration field butt 40 welding or an integral machine press -fit connection (Permalok or equal) prior to 41 installation of the pipe, depending on the type of carrier pipe. 42 2. Allowable joint types for each crossing are shown on the Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 1 2 3 PART 1- GENERAL SECTION 33 05 23 HAND TUNNELING 330517-1 CONCRETE COLLARS Page 1 of 10 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Minimum requirements for Hand Tunneling using tunnel liner plate or casing pipe 7 at the locations shown on the Drawings 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 05 21 — Tunnel Liner Plate 15 4. Section 33 05 22 — Steel Casing Pipe 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Measurement 19 a. This Item is considered subsidiary to Tunnel Liner Plate or Steel Casing Pipe 20 installation. 21 2. Payment 22 a. The work performed and materials furnished in accordance with this Item are 23 considered subsidiary the unit price bid per linear foot of By Other than Open 24 Cut installation of Tunnel Liner plate or Steel Casing to be completed in place, 25 and no other compensation will be allowed. 26 1.3 REFERENCES 27 A. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. American Association of State Highway and Transportation Officials (AASHTO): 32 a. HB-17, Standard Specifications for Highway Bridges. 33 3. Occupational Safety and Health Administration (OSHA) 34 a. OSHA Regulations and Standards for Underground Construction, 29 CFR Part 35 1926, Subpart S, Underground Construction and Subpart P, Excavation. 36 1.4 ADMINISTRATIVE REQUIREMENTS 37 A. Pre -installation 38 1. The Contractor shall provide written notice to the City at least 72 hours in advance 39 of the planned launch of tunneling operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330517-3 CONCRETE COLLARS Page 3 of 10 1 b) Admixtures including: 2 (1) Manufacturer's literature 3 (2) Laboratory test data verifying the strength of the proposed grout 4 mix 5 (3) Proposed grout densities 6 (4) Viscosity 7 (5) Initial set time of grout 8 (a) Data for these requirements shall be derived from trial batches 9 from an approved testing laboratory. 10 5) Submit a minimum of 3 other similar projects where the proposed grout 11 mix design was used. 12 6) Submit anticipated volumes of grout to be pumped for each application and 13 reach grouted. 14 B. Daily Records 15 1. Submit samples of the tunneling logs or records to be used at least 7 days prior to 16 beginning Hand Tunneling. 17 2. Submit daily records to the City's Inspector by noon on the day following the shift 18 for which the data or records were taken. 19 3. Daily records shall include: 20 a. Date 21 b. Time 22 c. Name of operator 23 d. Tunnel drive identification 24 e. Installed liner ring and corresponding tunnel length 25 f. Time required to tunnel each ring 26 g. Time required to set subsequent ring 27 h. Spoil volumes (muck carts per liner ring and estimated volume of spoil in each 28 muck cart) 29 i. Grout volumes and pressures 30 j. Soil conditions, including occurrences of unstable soils and estimated 31 groundwater inflow rates, if any 32 k. Line and grade offsets 33 1. Any movement of the guidance system 34 m. Problems encountered during tunneling 35 n. Durations and reasons for delays 36 o. Manually recorded observations made: 37 1) At intervals of not less than 2 every 5 feet 38 2) As conditions change 39 3) As directed by the City and/or Engineer 40 1.7 CLOSEOUT SUBMITTALS [NOT USED[ 41 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED[ 42 1.9 QUALITY ASSURANCE 43 A. Qualifications 44 1. Failure to meet the qualification requirements is failure to fulfill the Contract and 45 the Contractor will be required to obtain a subcontractor that meets the qualification 46 requirements. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330517-5 CONCRETE COLLARS Page 5 of 10 1 3. Use methods and equipment that control surface settlement and heave above the 2 pipeline to prevent damage to existing utilities, facilities and improvements. 3 a. Limit any ground movements (settlement/heave) to values that shall not cause 4 damage to adjacent utilities and facilities. 5 b. Repair any damage caused by ground movements at no cost to the City. 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION 12 A. Tunneling shall not begin until the following have been completed: 13 1. All required submittals have been made and the City and/or Engineer has reviewed 14 and accepted all submittals. 15 2. Review of available utility drawings and location of conduits and underground 16 utilities in all areas where excavation is to be performed. 17 a. Notify the applicable one -call system prior to any excavation to avoid 18 interference with the existing conduits and utilities. 19 1) Repair damage to existing utilities resulting from excavation at no 20 additional cost to the City. 21 3. Shaft excavations and support systems for each drive completed in accordance with 22 the requirements of the Specifications. 23 4. Site safety representative has prepared a code of safe practices in accordance with 24 OSHA requirements. 25 a. Provide the Engineer and Owner with a copy of each prior to starting shaft 26 construction or tunneling. 27 b. Hold safety meetings and provide safety instruction for new employees as 28 required by OSHA. 29 5. All specified settlement monitoring points have been installed, approved and 30 baselined in accordance with the Contract Documents. 31 B. Verification of Stability 32 1. Confirm that the ground will remain stable without movement of soil or water while 33 the entry/exit location shoring is removed and while the tunnel is launched or 34 received into a shaft. 35 2. Demonstrate that all soils have been stabilized at all tunnel portal locations to: 36 a. Prevent the inflow of weak, running or flowing soils. 37 b. Prevent the inflow of loose rock. 38 c. Prevent and control groundwater inflows. 39 3.4 INSTALLATION 40 A. Tunnel Methods 41 1. Tunnel liner plate shall not be used where bore or jack methods are used, or where 42 not allowed on the Drawings or permits. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330517-7 CONCRETE COLLARS Page 7 of 10 1 3. If desired, use a cutting edge of steel plate around the head end of the pipe 2 extending a short distance beyond the end of the pipe with inside angles or lugs to 3 keep the cutting edge from slipping back onto pipe. 4 4. When jacking of pipe has begun, carry on the operation without interruption to 5 prevent the pipe from becoming firmly set in the embankment. 6 a. Remove and replace any pipe damaged in the jacking operations. 7 b. The Contractor shall absorb the entire expense. 8 D. Installation with Tunnel Liner Plate 9 1. Install the tunnel liner plates to the limits indicated on the Drawings and as 10 specified in AASHTO HB-17, Section 11-26, Construction of Tunnels Using Steel 11 Tunnel Liner Plates. 12 a. Assemble liner plates into circumferential rings. 13 b. Liner plates shall be of the type to permit segments to be installed completely 14 from inside the tunnel. 15 2. Accurately maintain the face of the excavation inside the tunnel so as to allow the 16 absolute minimum of void space outside the casing/liner plate. 17 a. Maintain a maximum of inch tolerance between the outside of the 18 casing/liner plate and the excavation wherever possible. 19 b. The tunnel diameter shall not be greater than 2 inches larger than the liner O.D. 20 3. Liner plate installation shall proceed as closely as possible behind the excavation. 21 a. Excavation shall at no time be more than 6 inches ahead of the required space 22 to install an individual tunnel liner plate. 23 b. Use breast plates, poling boards or other suitable devices to maintain accurate 24 excavation with the minimum of unsupported excavation at any time. 25 c. Casing/Tunnel liner plate shall not be allowed to deflect vertically during 26 installation. 27 4. Tunneling operations shall control surface settlement and heave above the pipeline 28 to prevent damage to existing utilities, facilities and improvements. 29 a. In no case shall ground movements cause damage to adjacent structures, 30 roadways, or utilities. 31 b. The Contractor shall repair any damage resulting from construction activities, 32 at no additional cost to the City and without extensions of schedule for 33 completion. 34 E. Contact Grouting 35 1. Pressure grout any voids caused by or encountered during the tunneling. 36 a. Modify equipment and procedures as required to avoid recurrence of excessive 37 settlements or damage. 38 2. Install contact grout in the void space between the outside of the casing/tunnel liner 39 and the excavation. 40 a. For tunnel liner plate, install pressure grout mix at the end of each work day or 41 more often, as conditions warrant. 42 3. Install pressure grouting through grout fittings for the casing/tunnel liner plate 48- 43 inches in diameter or larger. 44 a. Grout fittings shall be fabricated into tunnel liner plate at a maximum spacing 45 of 6 feet. 46 b. Remove and plug grout fittings after pressure grouting. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330517-9 CONCRETE COLLARS Page 9 of 10 1 b. Payment will be negotiated with the Contractor on a case -by -case basis. 2 c. The City and/or Engineer shall be provided an opportunity to view obstruction 3 prior to removal. 4 1) Any removal process that does not allow direct inspection of the nature 5 and position of the obstruction will not be considered for payment. 6 d. No additional compensation will be allowed for removing, clearing or 7 otherwise making it possible for the shield to advance past objects consisting of 8 cobbles, boulders, wood, reinforced concrete, and other objects or debris with 9 maximum lateral dimensions less than 50 percent of the outer diameter of the 10 shield. 11 3.5 CLEANUP AND RESTORATION 12 A. After completion of the tunneling, all construction debris, spoils, oil, grease and other 13 materials shall be removed from the tunneling pipe, shafts and all work areas. 14 1. Cleaning shall be incidental to the construction. 15 B. Restoration shall follow construction as the Work progresses and shall be completed as 16 soon as reasonably possible. 17 1. Restore and repair any damage resulting from surface settlement caused by shaft 18 excavation or tunneling. 19 2. Any property damaged or destroyed, shall be restored to a condition equal to or 20 better than that to which it existed prior to construction. 21 3. Restoration shall be completed no later than 30 days after tunneling is complete, or 22 earlier if required as part of a permit or easement agreement. 23 4. This provision for restoration shall include all property affected by the construction 24 operations. 25 3.6 RE -INSTALLATION [NOT USED] 26 3.7 SITE QUALITY CONTROL 27 A. Safety 28 1. No gasoline powered equipment shall be permitted in receiving shafts/pits. 29 a. Diesel, electrical, hydraulic and air powered equipment are acceptable, subject 30 to applicable local, State, and Federal regulations. 31 2. Furnish and operate a temporary ventilation system in accordance with applicable 32 safety requirements when personnel are underground. 33 a. Perform all required air and gas monitoring. 34 b. Ventilation system shall provide a sufficient supply of fresh air and maintain an 35 atmosphere free of toxic or flammable gasses in all underground work areas. 36 3. Perform all Work in accordance with all current applicable regulations and safety 37 requirements of the Federal, State, and Local agencies. Comply with all applicable 38 provisions of OSHA 29 CFR Part 1926, Subpart S, Underground Construction and 39 Subpart P, Excavations. 40 a. In the event of conflict, comply with the more stringent requirements. 41 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 1 2 330524-1 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 1 of 10 SECTION 33 05 24 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for the installation of carrier pipe into steel casings or tunnel liner 7 plate at locations shown on the Drawings 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 01 30 — Sewer and Manhole Testing 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Installation of Sanitary Sewer Carrier Pipe in Casing/Tunnel Liner Plate 18 a. Measurement 19 1) Measured horizontally along the surface from centerline to centerline of the 20 beginning of the casing/liner to the end of the casing/liner 21 b. Payment 22 1) The work performed and materials furnished in accordance with this Item 23 and measured as provided under "Measurement" shall be paid for at the 24 unit price bid per linear foot for "Sewer Carrier Pipe" complete in place for: 25 a) Various Sizes 26 c. The price bid shall include: 27 1) Furnishing and installing Sanitary Sewer Main (Pipe) in Casing/Tunnel 28 Liner Plate as specified by the Drawings 29 2) Mobilization 30 3) Grout 31 4) Casing Spacers 32 5) End seals 33 6) Excavation 34 7) Hauling 35 8) Disposal of excess material 36 9) Clean-up 37 2. Installation of Water Carrier Pipe in Casing/Tunnel Liner Plate 38 a. Measurement 39 1) Measured horizontally along the surface from centerline to centerline of the 40 beginning of the casing/liner to the end of the casing/liner Payment 41 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330524-3 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 3 of 10 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Product Data 3 1. Casing Isolators/Spacers 4 a. Material Data 5 2. Grout Mix 6 a. Material Data 7 B. Shop Drawings 8 1. Required for 24-inch and larger pipe installations 9 2. Submit Work Plan describing the carrier pipe installation equipment, materials and 10 construction methods to be employed. 11 3. Casing Spacers/Isolators 12 a. Detail drawings and manufacturer's information for the casing isolators/spacers 13 that will be used. 14 1) Include dimension and component materials and documentation of 15 manufacturer's ISO 9001:2000 certification. 16 b. Alternatives to casing spacers/isolators may be allowed by the City on a case- 17 by -case basis. 18 c. For consideration of alternate method, submit a detailed description of method 19 including details. 20 4. End seal or bulkhead designs and locations for casing/liners. 21 5. Annular Space (between casing pipe and casing/tunnel liner plate) Grouting Work 22 Plan and Methods including: 23 a. Grouting methods 24 b. Details of equipment 25 c. Grouting procedures and sequences including: 26 1) Injection methods 27 2) Injection pressures 28 3) Monitoring and recording equipment 29 4) Pressure gauge calibration data 30 5) Materials 31 d. Grout mix details including: 32 1) Proportions 33 2) Admixtures including: 34 a) Manufacturer's literature 35 b) Laboratory test data verifying the strength of the proposed grout mix 36 c) Proposed grout densities 37 d) Viscosity 38 e) Initial set time of grout 39 (1) Data for these requirements shall be derived from trial batches from 40 an approved testing laboratory. 41 e. Submit a minimum of 3 other similar projects where the proposed grout mix 42 design was used. 43 f. Submit anticipated volumes of grout to be pumped for each application and 44 reach grouted. 45 g. For pipe installations greater than 36-inches, without hold down jacks or a 46 restrained spacer, provide buoyant force calculations during grouting and 47 measures to prevent flotation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330524-5 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 5 of 10 1 1) Fill all voids between the carrier pipe and the casing or liner with grout. 2 2) All exterior carrier pipe surfaces and all interior casing or liner surfaces 3 shall be in contact with the grout. 4 b. For water line installation: 5 1) No annular space fill will be used. 6 3. Grout Mixes 7 a. Low Density Cellular Grout (LDCC) 8 1) Annular space (between sewer carrier pipe and casing/liner) grout shall be 9 LDCC. 10 2) The LDCC shall be portland cement based grout mix with the addition of a 11 foaming agent designed for this application. 12 3) Develop 1 or more grout mixes designed to completely fill the annular 13 space based on the following requirements: 14 a) Provide adequate retardation to completely fill the annular space in 1 15 monolithic pour. 16 b) Provide less than 1 percent shrinkage by volume. 17 c) Compressive Strength 18 (1) Minimum strength of 10 psi in 24 hours, 300 psi in 28 days 19 d) Design grout mix with the proper density and use proper methods to 20 prevent floating of the carrier pipe. 21 e) Proportion grout to flow and to completely fill all voids between the 22 carrier pipe and the casing or liner. 23 4. End Seals 24 a. Provide end seals at each end of the casing or liner to contain the grout backfill 25 or to close the casing/liner ends to prevent the inflow of water or soil. 26 1) For water piping less than 24-inch diameter, use hard rubber seals, Model 27 PL Link Seal as manufactured by the Thunderline Corporation or approved 28 equal. 29 2) For water piping 24-inch diameter and greater, use pull -on, 1/8 inch thick, 30 synthetic rubber end seals, Model C, as manufactured by Pipeline Seal and 31 Insulator, Inc. or approved equal. 32 3) For sewer piping, no end seals are required since the annular space between 33 the carrier pipe and the casing will be grouted. 34 b. Design end seals to withstand the anticipated soil or grouting pressure and be 35 watertight to prevent groundwater from entering the casing. 36 5. Casing Spacers/Insulators 37 a. Provide casing spacers/insulators to support the carrier pipe during installation 38 and grouting (where grout is used). 39 b. Casing Spacers/Isolators material and properties: 40 1) Shall be minimum 14 gage 41 2) For water pipe, utilize Stainless Steel. 42 3) For sewer pipe, utilize Coated Steel. 43 4) Suitable for supporting weight of carrier pipe without deformation or 44 collapse during installation 45 c. Provide restrained -style casing spacers to hold all pipes stable during grouting 46 operations and prevent floating or movement. 47 d. Provide dielectric strength sufficient to electrically isolate each component 48 from one another and from the casing. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330524-7 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 7 of 10 1 B. Control of Line and Grade 2 1. Install Carrier pipe inside the steel casing within the following tolerances: 3 a. Horizontal 4 1) ± 2 inches from design line 5 b. Vertical 6 1) ±1 inch from design grade 7 2. Check line and grade set up prior to beginning carrier pipe installation. 8 3. Perform survey checks of line -and -grade of carrier pipe during installation 9 operations. 10 4. The Contractor is fully responsible for the accuracy of the installation and the 11 correction of it, as required. 12 a. Where the carrier pipe installation does not satisfy the specified tolerances, 13 correct the installation, including if necessary, redesign of the pipe or structures 14 at no additional cost to City. 15 C. Installation of Carrier Pipe 16 1. Pipe Installation 17 a. Remove all loose soil from casing or liner. 18 b. Grind smooth all rough welds at casing joints. 19 2. Installation of Casing Spacers 20 a. Provide casing spacers, insulators or other approved devices to prevent 21 flotation, movement or damage to the pipe during installation and grout backfill 22 placement. 23 b. Assemble and securely fasten casing spacers to the pipeline to be installed in 24 casings or tunnels. 25 c. Correctly assemble, evenly tighten and prevent damage during tightening of the 26 insulators and pipe insertion. 27 d. Install spacers in accordance with manufacturer's recommendations. 28 e. Install carrier pipe so that there is no metallic contact between the carrier pipe 29 and the casing. 30 f. Carrier pipe shall be installed without sliding or dragging it on the ground or in 31 the casing/liner in a manner that could damage the pipe or coatings. 32 1) If guide rails are allowed, place cement mortar on both sides of the rails. 33 g. Coat the casing spacer runners with a non-corrosive/environmentally safe 34 lubricant to minimize friction when installing the carrier pipe. 35 h. The carrier pipe shall be electrically isolated from the carrier pipe and from the 36 casing. 37 i. Grade the bottom of the trench adjacent to each end of the casing to provide a 38 firm, uniform and continuous support for the pipe. If the trench requires some 39 backfill to establish the final trench bottom grade, place the backfill material in 40 6-inch lifts and compact each layer. 41 j. After the casing or tunnel liner has been placed, pump dry and maintain dry 42 until the casing spacers and end seals are installed. 43 3. Insulator Spacing 44 a. Maximum distance between spacers is to be 6 feet. 45 b. For ductile -iron pipe, flanged pipe or bell and spigot pipe, install spacers within 46 1 foot on each side of the bell or flange and 1 in the center of the joint where 18 47 foot or 20 foot long joints are used. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 330524-9 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 9 of 10 1 b. Pumping equipment shall be of a size sufficient to inject grout at a volume, 2 velocity and pressure compatible with the size/volume of the annular space. 3 c. Once grouting operations begin, grouting shall proceed uninterrupted, unless 4 grouting procedures require multiple stages. 5 d. Grout placements shall not be terminated until the estimated annular volume of 6 grout has been injected. 7 5. Block the carrier pipe during grouting to prevent flotation during grout installation. 8 6. Protect and preserve the interior surfaces of the casing from damage. 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oii] SITE QUALITY CONTROL 12 A. Reports and Records required for pipe installations greater than 48-inches and longer 13 than 350 feet 14 1. Maintain and submit daily logs of grouting operations. 15 a. Include: 16 1) Grouting locations 17 2) Pressures 18 3) Volumes 19 4) Grout mix pumped 20 5) Time of pumping 21 2. Note any problems or unusual observations on logs. 22 B. Grout Strength Tests 23 1. City will perform testing for 24-hour and 28-day compressive strength tests for the 24 cylinder molds or grout cubes obtained during grouting operations. 25 2. City will perform field sampling during annular space grouting. 26 a. City will collect at least 1 set of 4 cylinder molds or grout cubes for each 100 27 cubic yards of grout injected but not less than 1 set for each grouting shift. 28 b. City will perform 24-hour and 28-day compressive strength tests per ASTM 29 C39 (cylindrical specimens) or ASTM C109 (cube specimens). 30 c. Remaining samples shall be tested as directed by City. 31 C. Safety 32 1. The Contractor is responsible for safety on the job site. 33 a. Perform all Work in accordance with the current applicable regulations of the 34 Federal, State and local agencies. 35 b. In the event of conflict, comply with the more restrictive applicable 36 requirement. 37 2. No gasoline powered equipment shall be permitted in jacking shafts and receiving 38 shafts/pits. 39 a. Diesel, electrical, hydraulic and air powered equipment is acceptable, subject to 40 applicable local, State and Federal regulations. 41 3. Methods of construction shall be such as to ensure the safety of the Work, 42 Contractor's and other employees on site and the public. 43 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 1 2 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 1 CONCRETE COLLARS Page 1 of 4 SECTION 33 05 26 UTILITY MARKERS/LOCATORS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Buried and surface utility markers for utility construction 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Measurement 16 a. Measurement for this Item will be by lump sum. 17 2. Payment 18 a. The work performed and materials furnished in accordance with this Item will 19 be paid for at the lump sum price bid for "Utility Markers". 20 3. The price bid shall include: 21 a. Furnishing and installing Utility Markers as specified by the Drawings 22 b. Mobilization 23 c. Pavement removal 24 d. Excavation 25 e. Hauling 26 f. Disposal of excess material 27 g. Furnishing, placement and compaction of backfill 28 h. Clean-up 29 1.3 REFERENCES 30 A. Reference Standards 31 1. Reference standards cited in this Specification refer to the current reference 32 standard published at the time of the latest revision date logged at the end of this 33 Specification, unless a date is specifically cited. 34 2. American Public Works Association (AWPA): 35 a. Uniform Color Code. 36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 37 1.5 SUBMITTALS 38 A. Submittals shall be in accordance with Section 01 33 00. 39 B. All submittals shall be approved by the City prior to delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 3 CONCRETE COLLARS Page 3 of 4 1 b) Reclaimed water lines 2 (1) Color — Purple (in accordance with APWA Uniform Color Code) 3 (2) Legend — Caution Reclaimed Water Line Below (repeated every 24 4 inches) 5 c) Sewer Line 6 (1) Color — Green (in accordance with APWA Uniform Color Code) 7 (2) Legend — Caution Sewer Line Below (repeated every 24 inches) 8 2. Surface Markers 9 a. Provide as follows: 10 1) 4-inch diameter, 6-feet minimum length, polyethylene posts, or equal 11 2) White posts with colored, ultraviolet resistant domes as follows: 12 a) Water Lines 13 (1) Color — Blue (in accordance with APWA Uniform Color Code) 14 (2) Legend — Caution Potable Water Line Below 15 b) Reclaimed water lines 16 (1) Color — Purple (in accordance with APWA Uniform Color Code) 17 (2) Legend — Caution Reclaimed Water Line Below 18 c) Sewer lines 19 (1) Color — Green (in accordance with APWA Uniform Color Code) 20 (2) Legend — Caution Sewer Line Below 21 2.3 ACCESSORIES [NOT USED] 22 2.4 SOURCE QUALITY CONTROL [NOT USED] 23 PART 3 - EXECUTION 24 3.1 INSTALLERS [NOT USED] 25 3.2 EXAMINATION [NOT USED] 26 3.3 PREPARATION [NOT USED] 27 3.4 INSTALLATION 28 A. Buried Markers (Detectable Warning Tape) 29 1. Install in accordance with manufacturer's recommendations below natural ground 30 surface and directly above the utility for which it is marking. 31 a. Allow 18 inches minimum between utility and marker. 32 b. Bury to a depth of 3 feet or as close to the grade as is practical for optimum 33 protection and detectability. 34 B. Surface Markers 35 1. Bury a minimum of 2 feet deep, with a minimum of 4 feet above ground 36 2. The warning sign for all surface markers shall be 21 inches (not including post cap). 37 3. Where possible, place surface markers near fixed objects. 38 4. Place Surface Markers at the following locations: 39 a. Buried Features 40 1) Place directly above a buried feature. 41 b. Above -Ground Features 42 1) Place a maximum of 2 feet away from an above -ground feature. 43 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 1 2 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 1 LOCATION OF EXISTING UTILITIES Page 1 of 4 SECTION 33 05 30 LOCATION OF EXISTING UTILITIES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Locating and verifying the location and elevation of the existing underground 7 utilities that may conflict with a facility proposed for construction by use of: 8 a. Exploratory Excavation 9 b. Vacuum Excavation 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division 1 — General Requirements 16 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Exploratory Excavation of Existing Utilities 20 a. Measurement 21 1) Measurement for this Item shall be per each excavation performed as 22 identified in the Drawings, or as directed. 23 b. Payment 24 1) The work performed and materials furnished in accordance with this Item 25 and measured as provided under "Measurement" will be paid for at the unit 26 price bid per each "Exploratory Excavation for Existing Utilities" specified. 27 c. The price bid shall include: 28 1) Grade survey 29 2) Pavement removal 30 3) Excavation 31 4) Utility Location 32 5) Hauling 33 6) Disposal of excess material 34 7) Furnishing, placing and compaction of embedment 35 8) Furnishing, placing and compaction of backfill 36 9) Clean-up 37 10) Surface restoration 38 2. Vacuum Excavation of Existing Utilities 39 a. Measurement 40 1) Measurement for this Item shall be per each excavation performed as 41 identified in the Drawings, or as directed. 42 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 3 LOCATION OF EXISTING UTILITIES Page 3 of 4 1 C. Scheduling 2 1. For critical utility locations, the City may choose to be present during excavation. 3 2. Alter schedule for Exploratory Excavation of Existing Utilities to accommodate 4 City personnel. 5 1.5 SUBMITTALS [NOT USED] 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 7 1.7 CLOSEOUT SUBMITTALS 8 A. Report of Utility Location 9 1. Horizontal location of utility as surveyed 10 2. Vertical elevation of utility as surveyed 11 a. Top of utility 12 b. Spring line of utility 13 c. Existing ground 14 3. Material type, diameter and description of the condition of existing utility 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS [NOT USED] 21 PART 3 - EXECUTION 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION 24 A. Verification of Conditions 25 1. Verify location of existing utilities in accordance with the General Requirements, 26 the General Notes and the Drawings. 27 3.3 PREPARATION 28 A. Coordinate with City Survey, if applicable. 29 3.4 INSTALLATION 30 A. Exploratory Excavation 31 1. Verify location of existing utility at location denoted on the Drawings, or as 32 directed by the City. 33 a. Expose utility to spring line, as necessary. 34 b. Excavate and Backfill Trench for the Exploratory Excavation in accordance 35 with Section 33 05 10. 36 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 1 2 3 PART 1- GENERAL INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 1 LOCATION OF EXISTING UTILITIES Page 1 of 7 SECTION 33 1105 BOLTS, NUTS, AND GASKETS 4 1.1 SUMMARY 5 A. Section Includes: 6 1. All nuts, bolts and gaskets associated with pressurized water utility lines including: 7 a. T-Bolts and Nuts 8 b. Flange Bolts and Nuts 9 c. Threaded Rods 10 d. Push -on Gaskets 11 e. Mechanical Joint Gaskets 12 f. Flange Gaskets 13 g. Flange Isolation Kits 14 h. Petrolatum Tape Systems 15 B. Deviations from this City of Fort Worth Standard Specification 16 1. None. 17 C. Related Specification Sections include, but are not necessarily limited to: 18 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 19 Contract 20 2. Division 1 — General Requirements 21 3. Section 33 04 10 — Joint Bonding and Electrical Isolation 22 4. Section 33 11 10 — Ductile Iron Pipe 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Hydrocarbon Resistant Gaskets 26 a. Measurement 27 1) Measurement for this Item shall be by lump sum. 28 b. Payment 29 1) The work performed and the materials furnished in accordance with this 30 Item shall be paid for at the lump sum price bid for all "Hydrocarbon 31 Resistant Gaskets". 32 2. All Other Items 33 a. Measurement 34 1) The Items in this Section are considered subsidiary to the Item being 35 installed. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 are subsidiary to the unit price bid for the Item being installed and no other 39 compensation will be allowed. 40 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 3 LOCATION OF EXISTING UTILITIES Page 3 of 7 1 B. Certificates 2 1. Furnish an affidavit certifying that all fasteners, excluding T-Bolts, shall conform to 3 the Fastener Quality Act (FQA) (P.L. 106-34). 4 2. Furnish an affidavit certifying that the Xylan Coating is manufactured by Whitford 5 Corporation, or a Whitford Corporation certified Applicator. 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE 9 A. Qualifications 10 1. Manufacturers 11 a. Fastener manufacturing operations (bolts, nuts, gaskets and coatings) shall be 12 performed under the control of the manufacturer. 13 b. All gaskets shall meet or exceed the latest revisions NSF 61 and shall meet or 14 exceed the requirements of this Specification. 15 B. Preconstruction Testing 16 1. The City may, at its own cost, subject random fittings for destructive testing by an 17 independent laboratory for compliance with this Specification. 18 a. The compliance test shall be performed in the United States. 19 b. Any visible defects or failure to meet the quality standards herein will be 20 grounds for rejecting the entire order. 21 1.10 DELIVERY, STORAGE, AND HANDLING 22 A. Storage and Handling Requirements 23 1. Secure and maintain a location to store the material in accordance with Section 01 24 66 00. 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS 28 2.1 OWNER -FURNISHED 'old OWNER -SUPPLIED PRODUCTS [NOT USED] 29 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 30 A. Manufacturers 31 1. Only the manufacturers as listed on the City's Standard Products List will be 32 considered as shown in Section 01 60 00. 33 a. The manufacturer must comply with this Specification and related Sections. 34 2. Any product that is not listed on the Standard Products List is considered a 35 substitution and shall be submitted in accordance with Section 01 25 00. 36 B. Regulatory Requirements 37 1. All fasteners, excluding T-Bolts, shall conform to the Fastener Quality Act (FQA) 38 (P.L. 106-34). All fasteners shall meet the marking requirements set forth by this 39 Act. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 5 LOCATION OF EXISTING UTILITIES Page 5 of 7 1 H. Flange Gaskets 2 1. Class E Flanges 3 a. Full face 4 b. Manufactured true to shape from minimum 80 durometer SBR rubber stock of a 5 thickness not less than 1/8 inch 6 c. Virgin stock 7 d. Conforming to the physical and test requirements specified in AWWA/ANSI 8 C111/A21.11 9 e. All gaskets shall meet or exceed the latest revisions NSF 61. 10 f. Finished gaskets shall have holes punched by the manufacturer and shall match 11 the flange pattern in every respect. 12 g. Frayed cut edges are not acceptable. 13 h. Field cut sheet gaskets are not acceptable. 14 I. Hydrocarbon Resistant Gaskets 15 1. Furnish Viton® (Fluorocarbon) Rubber, hydrocarbon resistant gaskets, when 16 required. 17 J. Flange Isolation Kits 18 1. Flanges which are required by the Drawings to be Isolation Flanges shall conform 19 to Section 33 04 10. 20 2. For bolts used with isolation sleeves per Section 33 04 10, threading must extend to 21 bolt head with no grip to ensure sleeves fit properly. 22 K. Petrolatum Tape System 23 1. Petrolatum Tape Primer: Denso Paste, or approved equal 24 2. Molding and Filler mastic: Densyl Mastic, or approved equal 25 3. All Purpose Petrolatum Tape: Densyl Tape, or approved equal 26 L. Xylan Coating 27 a. Coat nuts and bolts with a ceramic -filled, baked on fluorocarbon resin, when 28 required. 29 b. Coated nuts and bolts shall be prepared "near white" or "white" when coated to 30 the coating manufacturer's recommended thickness by a certified applicator. 31 c. Coating shall be of Xylan as manufactured by Whitford Corporation and 32 applied by Whitford Corporation or Whitford Corporation Recommended 33 Coater. 34 d. Coating shall be free from holidays and defects. 35 e. Coating thickness shall between 0.0007-inches and 0.0012-inches and shall be 36 such that the nut turns freely on the bolt. 37 f. Coating shall conform to the performance requirements of ASTM B117, "Salt 38 Spray Test" and shall include, if required, a certificate of conformance. 39 2.3 ACCESSORIES [NOT USED[ 40 2.4 SOURCE QUALITY CONTROL [NOT USED[ 41 PART 3 - EXECUTION 42 3.1 INSTALLERS [NOT USED[ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 7 LOCATION OF EXISTING UTILITIES Page 7 of 7 1 4. The threads of the bolts should protrude a minimum of from the nuts. 2 5. Wrap joint harness assembly with Petrolatum Tape System. 3 E. Petrolatum Tape System 4 1. Surfaces should be free from dirt, loose rust, scale or flaking coatings. 5 a. Clean surfaces in accordance with SSPC SP2 or SSPC SP3. 6 1) High pressure wash of 3,000 to 7,000 psi is also suitable. 7 b. Surfaces may be damp but shall not have droplets or continuous film of water. 8 2. Apply a uniform, thin coat of Petrolatum Tape Primer to the entire surface by stiff 9 brush, gloved hand or rag at normal ambient temperatures. 10 3. By hand application, apply Molding and Filler Mastic to a rounded configuration to 11 fill irregular shapes and reduce sharp -edged surfaces. 12 4. Spirally wrap All Purpose Petrolatum Tape with a minimum overlap of 1 inch. 13 a. For severely corrosive environments, an overlap of 55 percent is recommended. 14 b. Press air pockets out and smooth all lap seams. 15 5. For additional mechanical protection, overwrap may be applied to increase impact 16 strength and electrical resistance. 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD IoR] 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 2 LOCATION OF EXISTING UTILITIES Page 2 of 13 1 3) Polyethylene encasement 2 4) Lining 3 5) Pavement removal 4 6) Excavation 5 7) Hauling 6 8) Disposal of excess material 7 9) Furnishing, placement and compaction of embedment 8 10) Furnishing, placement and compaction of backfill 9 11) Trench water stops 10 12) Thrust restraint, if required in Contract Documents 11 13) Bolts and nuts 12 14) Gaskets 13 15) Clean-up 14 16) Cleaning 15 17) Disinfection 16 18) Testing 17 1.3 REFERENCES 18 A. Definitions 19 1. Gland or Follower Gland 20 a. Non -restrained, mechanical joint fitting 21 2. Retainer Gland 22 a. Mechanically restrained mechanical joint fitting 23 B. Reference Standards 24 1. Reference standards cited in this Specification refer to the current reference 25 standard published at the time of the latest revision date logged at the end of this 26 Specification, unless a date is specifically cited. 27 2. American Association of State Highway and Transportation Officials (AASHTO). 28 3. American Society of Mechanical Engineers (ASME): 29 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 30 4. ASTM International (ASTM): 31 a. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for 32 High Temperature or High Pressure Service and Other Special Purpose 33 Applications 34 b. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High 35 Pressure or High Temperature Service, or Both 36 c. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 37 d. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi 38 Tensile Strength. 39 e. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for 40 Water or Other Liquids. 41 f. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 42 g. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 43 Steel. 44 5. American Water Works Association (AWWA): 45 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - 46 Enamel and Tape - Hot Applied. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 4 LOCATION OF EXISTING UTILITIES Page 4 of 13 1 3. Lay schedule/drawing for 24-inch and greater diameters, sealed by a Licensed 2 Professional Engineer in Texas including: 3 a. Pipe class 4 b. Joints type 5 c. Fittings 6 d. Stationing 7 e. Transitions 8 f. Joint deflection 9 C. Certificates 10 1. Furnish an affidavit certifying that all Ductile Iron Pipe meets the provisions of this 11 Section, each run of pipe furnished has met Specifications, all inspections have 12 been made, and that all tests have been performed in accordance with 13 AWWA/ANSI C151/A21.51. 14 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B117. 15 1.7 CLOSEOUT SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Qualifications 19 1. Manufacturers 20 a. Finished pipe shall be the product of 1 manufacturer. 21 1) Change orders, specials, and field changes may be provided by a different 22 manufacturer upon City approval. 23 b. Pipe manufacturing operations (pipe, lining, and coatings) shall be performed 24 under the control of the manufacturer. 25 c. Ductile Iron Pipe 26 1) Manufactured in accordance with AWWA/ANSI C151/A21.51 27 a) Perform quality control tests and maintain results as outlined within 28 standard to assure compliance. 29 2) Subject each pipe to a hydrostatic test of not less than 500 psi for duration 30 of at least 10 seconds. 31 B. Preconstruction Testing 32 1. The City may, at its own cost, subject random lengths of pipe for testing by an 33 independent laboratory for compliance with this Specification. 34 a. The compliance test shall be performed in the United States. 35 b. Any visible defects or failure to meet the quality standards herein will be 36 grounds for rejecting the entire order. 37 1.10 DELIVERY, STORAGE, AND HANDLING 38 A. Storage and Handling Requirements 39 1. Ductile Iron Pipe shall be stored and handled in accordance with the guidelines as 40 stated in AWWA M41. 41 2. Secure and maintain a location to store the material in accordance with Section 01 42 66 00. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 6 LOCATION OF EXISTING UTILITIES Page 6 of 13 1 6. Pressure and Deflection Design 2 a. Pipe design shall be based on trench conditions and design pressure class 3 specified in the Drawings. 4 b. Pipe shall be designed according to the methods indicated in AWWA/ANSI 5 C150/A21.50, AWWA/ANSI C151/A21.51, and AWWA M41 for trench 6 construction, using the following parameters: 7 1) Unit Weight of Fill (w) = 130 pcf 8 2) Live Load = AASHTO HS 20 9 3) Trench Depth = 12 feet minimum, or as indicated in Drawings 10 4) Bedding Conditions = Type 4 11 5) Working Pressure (P„) = 150 psi 12 6) Surge Allowance (Ps) = 100 psi 13 7) Design Internal Pressure (Pi) = P,y + Ps or 2:1 safety factor of the actual 14 working pressure plus the actual surge pressure, whichever is greater. 15 a) Test Pressure = 16 (1) No less than 1.25 minimum times the stated working pressure (187 17 psi minimum) of the pipeline measured at the highest elevation 18 along the test section. 19 (2) No less than 1.5 times the stated working pressure (225 psi 20 minimum) at the lowest elevation of the test section. 21 8) Maximum Calculated Deflection (DX) = 3 percent 22 9) Restrained Joint Safety Factor (Sf) = 15 percent 23 c. Trench depths shall be verified after existing utilities are located. 24 1) Vertical alignment changes required because of existing utility or other 25 conflicts shall be accommodated by an appropriate change in pipe design 26 depth. 27 2) In no case shall pipe be installed deeper than its design allows. 28 7. Provisions for Thrust 29 a. Thrust at bends, tees, plugs or other fittings shall be mechanically restrained 30 joints when required by the Drawings. 31 b. Thrust at bends adjacent to casing pipe shall be restrained by mechanical means 32 through casing and for a sufficient distance each side of casing. 33 c. No thrust restraint contribution shall be allowed for the restrained length of 34 pipe within the casing. 35 d. Restrained joints, when required, shall be used for a sufficient distance from 36 each side of the bend, tee, plug, valve or other fitting to resist thrust which will 37 be developed at the design pressure of the pipe. For the purpose of thrust, the 38 following shall apply: 39 1) Valves shall be calculated as dead ends. 40 2) Design pressure shall be greater than the working pressure of the pipe or 41 the internal pressure (P,) whichever is greater. 42 3) Restrained joints shall consist of approved mechanical restrained or push- 43 on restrained joints as listed in the City's Standard Products List as shown 44 in Section 01 60 00. 45 e. The Pipe Manufacturer shall verify the length of pipe with restrained joints to 46 resist thrust in accordance with the Drawings, AWWA M41, and the following: 47 1) The weight of earth (We) shall be calculated as the weight of the projected 48 soil prism above the pipe, for unsaturated soil conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 8 LOCATION OF EXISTING UTILITIES Page 8 of 13 1 d. Encasement for buried pipe shall be 8 mil linear low density (LLD) 2 polyethylene conforming to AWWA/ANSI C105/A21.5 or 4 mil high density 3 cross -laminated (HDCL) polyethylene encasement conforming to 4 AWWA/ANSI C105/A21.5 and ASTM A674. 5 e. Marking: At a minimum of every 2 feet along its length, the mark the 6 polyethylene film with the following information: 7 1) Manufacturer's name or trademark 8 2) Year of manufacturer 9 3) AWWA/ANSI C105/A21.5 10 4) Minimum film thickness and material type 11 5) Applicable range of nominal diameter sizes 12 6) Warning — Corrosion Protection — Repair Any Damage 13 f. Special Markings/Colors 14 1) Reclaimed Water, perform one of the following: 15 a) Label polyethylene encasement with "RECLAIMED WATER", 16 b) Provide purple polyethylene in accordance with the American Public 17 Works Association Uniform Color Code; or 18 c) Attach purple reclaimed water marker tape to the polyethylene wrap. 19 2) Wastewater, perform one of the following: 20 a) Label polyethylene encasement with "WASTEWATER"; 21 b) Provide green polyethylene in accordance with the American Public 22 Works Association Uniform Color Code; or 23 c) Attach green sanitary sewer marker tape to the polyethylene wrap. 24 g. Minimum widths 25 Polvethvlene Tube and Sheet Sizes for Push -On Joint Pipe Nominal Pipe Diameter (inches) Min. Width — Flat Tube (inches) Min. Width — Sheet (inches) 3 14 28 4 14 28 6 16 32 8 20 40 10 24 48 12 27 54 14 30 60 16 34 68 18 37 74 20 41 82 24 54 108 30 67 134 36 81 162 42 81 162 48 95 190 54 108 216 60 108 216 64 121 242 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 10 LOCATION OF EXISTING UTILITIES Page 10 of 13 1 2. See Section 33 11 11 for installation requirements for Ductile Iron Fittings. 2 3. Lay pipe to the lines and grades as indicated in the Drawings. 3 4. Excavate and backfill trenches in accordance with Section 33 05 10. 4 5. Embed Ductile Iron Pipe in accordance with Section 33 05 10. 5 6. For installation of carrier pipe within casing, see Section 33 05 24. 6 B. Pipe Handling 7 1. Haul and distribute pipe and fittings at the project site. 8 2. Handle piping with care to avoid damage. 9 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 10 lowering into the trench. 11 b. Do not handle the pipe in such a way that will damage the interior lining. 12 c. Use only nylon ropes, slings or other lifting devices that will not damage the 13 surface of the pipe for handling the pipe. 14 3. At the close of each operating day: 15 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 16 the laying operation. 17 b. Effectively seal the open end of the pipe using a gasketed night cap. 18 C. Joint Making 19 1. Mechanical Joints 20 a. Bolt the follower ring into compression against the gasket with the bolts 21 tightened down evenly then cross torqued in accordance with AWWA C600. 22 b. Overstressing of bolts to compensate for poor installation practice will not be 23 permitted. 24 2. Push -on Joints 25 a. Install Push -on joints as defined in AWWA/ANSI C111/A21.11. 26 b. Wipe clean the gasket seat inside the bell of all extraneous matter. 27 c. Place the gasket in the bell in the position prescribed by the manufacturer. 28 d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 29 gasket and the outside of the spigot prior to entering the spigot into the bell. 30 e. When using a field cut plain end piece of pipe, refinish the field cut and scarf to 31 conform to AWWA C600. 32 3. Flanged Joints 33 a. Use erection bolts and drift pins to make flanged connections. 34 1) Do not use undue force or restraint on the ends of the fittings. 35 2) Apply even and uniform pressure to the gasket. 36 b. The fitting must be free to move in any direction while bolting. 37 1) Install flange bolts with all bolt heads faced in one direction. 38 4. Joint Deflection 39 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 40 and grades and shown in the Drawings. 41 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 42 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 43 C600. 44 d. The manufacturer's recommendation may be used with the approval of the 45 Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 12 LOCATION OF EXISTING UTILITIES Page 12 of 13 1 e. Lower wrapped pipe into trench and make up pipe joint with preceding section 2 of pipe. 3 f. Make shallow bell hole at joints to facilitate installation of polyethylene. 4 g. After completing joint, make overlap and secure ends. 5 h. Repair cuts, tears, punctures or other damage to polyethylene. 6 i. Proceed with installation of next section of pipe in same manner. 7 5. Pipe -Shaped Appurtenances 8 a. Cover bends, reducers, offsets and other pipe -shaped appurtenances with 9 polyethylene in same manner as pipe and fittings. 10 6. Odd -Shaped Appurtenances 11 a. When it is not practical to wrap valves, tees, crosses, and other odd -shaped 12 pieces in tube, wrap with flat sheet or split length polyethylene tube by passing 13 sheet under appurtenances and bringing it up around body. 14 b. Make seams by bringing edges together, folding over twice and taping down. 15 c. Tape polyethylene securely in place at the valve stem and at any other 16 penetrations. 17 7. Repairs 18 a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape 19 or with short length of polyethylene sheet or cut open tube, wrapped around 20 fitting to cover damaged area and secured in place. 21 8. Openings in Encasement 22 a. Provide openings for branches, service taps, blow -offs, air valves and similar 23 appurtenances by making an X-shaped cut in polyethylene and temporarily 24 folding back film. 25 b. After appurtenance is installed, tape slack securely to appurtenance and repair 26 cut, as well as other damaged area in polyethylene with tape. 27 c. Service taps may also be made directly through polyethylene, with any 28 resulting damaged areas being repaired as described above. 29 9. Junctions between Wrapped and Unwrapped Pipe: 30 a. Where polyethylene -wrapped pipe joins an adjacent pipe that is not wrapped, 31 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 32 b. Secure end with circumferential turns of tape. 33 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 34 tape for minimum clear distance of 3 feet away from Cast or Ductile Iron Pipe. 35 3.5 REPAIRIRESTORATION 36 A. Patching 37 1. Excessive field -patching is not permitted of lining or coating. 38 2. Patching of lining or coating will be allowed where area to be repaired does not 39 exceed 100 square inches and has no dimensions greater than 12 inches. 40 3. In general, there shall not be more than 1 patch on either the lining or the coating of 41 any 1 joint of pipe. 42 4. Wherever necessary to patch the pipe: 43 a. Make patch with cement mortar as previously specified for interior joints. 44 b. Do not install patched pipe until the patch has been properly and adequately 45 cured and approved for laying by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 1 2 3 PART 1- GENERAL INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 1 LOCATION OF EXISTING UTILITIES Page 1 of 13 SECTION 33 11 11 DUCTILE IRON FITTINGS 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Ductile Iron Fittings 3-inch through 64-inch for potable water, wastewater, and 7 other liquids for use with Ductile Iron Pipe and Polyvinyl Chloride (PVC) Pipe 8 2. All mechanical joint fittings shall be mechanically restrained using restrained 9 wedge type retainer glands. 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division 1 — General Requirements 16 3. Section 03 30 00 — Cast -in -Place Concrete 17 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 18 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 19 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 20 7. Section 33 11 05 — Bolts, Nuts, and Gaskets 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Ductile Iron Water Fittings with Restraint 24 a. Measurement 25 1) Shall be per ton of fittings supplied 26 2) Fittings weights are the sum of the various types of fittings multiplied by 27 the weight per fitting as listed in AWWA/ANSI C153/A21.53. 28 3) The fitting weights listed in AWWA/ANSI C110/A21.10 are only allowed 29 for specials where an AWWA/ANSI C153/A21.53 is not available, or if the 30 Drawings specifically call for an AWWA/ANSI C110/A21.10 fittings. 31 4) If the Contractor chooses to supply AWWA/ANSI C110/A21.10 (full 32 body) Ductile Iron Fittings in lieu of AWWA/ANSI C153/A21.53 33 (compact) Ductile Iron Fittings at his convenience, then the weight shall be 34 measured in accordance with AWWA/ANSI C153/A21.53. 35 b. Payment 36 1) The work performed and materials furnished in accordance with this Item 37 and measured as provided under "Measurement" will be paid for at the unit 38 price bid per ton of "Ductile Iron Water Fittings with Restraint". 39 c. The price bid shall include: 40 1) Furnishing and installing Ductile Iron Water Fittings as specified by the 41 Drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 3 LOCATION OF EXISTING UTILITIES Page 3 of 13 1 1.3 REFERENCES 2 A.Definitions 3 1. Gland or Follower Gland 4 a. Non -restrained, mechanical joint fitting 5 2. Retainer Gland 6 a. Mechanically restrained mechanical joint fitting, consisting of multiple 7 gripping wedges incorporated into a follower gland meeting the applicable 8 requirements of ANSI/AWWA C 110/A21.10. 9 B. Reference Standards 10 1. Reference standards cited in this Specification refer to the current reference 11 standard published at the time of the latest revision date logged at the end of this 12 Specification, unless a date is specifically cited. 13 2. American Society of Mechanical Engineers (ASME): 14 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 15 3. ASTM International (ASTM): 16 a. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for 17 High Temperature or High Pressure Service and Other Special Purpose 18 Applications 19 b. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High 20 Pressure or High Temperature Service, or Both 21 c. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 22 d. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for 23 Water or Other Liquids. 24 e. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 25 4. American Water Works Association (AWWA): 26 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - 27 Enamel and Tape - Hot Applied. 28 b. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. 29 c. M41, Ductile -Iron Pipe and Fittings. 30 5. American Water Works Association/American National Standards Institute 31 (AWWA/ANSI): 32 a. C104/A21.4, Cement —Mortar Lining for Ductile -Iron Pipe and Fittings. 33 b. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 34 c. C110/A21.10, Ductile -Iron and Gray -Iron Fittings. 35 d. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 36 e. C115/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron 37 Threaded Flanges. 38 f. C151/A21.51, Ductile -Iron Pipe, Centrifugally Cast, for Water. 39 g. C153/A21.53, Ductile -Iron Compact Fittings for Water Service. 40 6. NSF International (NSF): 41 a. 61, Drinking Water System Components - Health Effects. 42 7. Society for Protective Coatings (SSPC): 43 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 5 LOCATION OF EXISTING UTILITIES Page 5 of 13 1 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B117. 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. Qualifications 6 1. Manufacturers 7 a. Fittings manufacturing operations (fittings, lining, and coatings) shall be 8 performed under the control of the manufacturer. 9 b. Ductile Iron Fittings shall be manufactured in accordance with AWWA/ANSI 10 C110/A21.10 or AWWA/ANSI C153/A21.53. 11 1) Perform quality control tests and maintain the results as outlined in these 12 standards to assure compliance. 13 B. Preconstruction Testing 14 1. The City may, at its own cost, subject random fittings for destructive testing by an 15 independent laboratory for compliance with this Specification. 16 a. The compliance test shall be performed in the United States. 17 b. Any visible defects or failure to meet the quality standards herein will be 18 grounds for rejecting the entire order. 19 1.10 DELIVERY, STORAGE, AND HANDLING 20 A. Storage and Handling Requirements 21 1. Store and handle in accordance with the guidelines as stated in AWWA M41. 22 2. Secure and maintain a location to store the material in accordance with Section 01 23 66 00. 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED Ioa] OWNER -SUPPLIED PRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 29 A. Manufacturers 30 1. Only the manufacturers as listed on the City's Standard Products List will be 31 considered as shown in Section 01 60 00. 32 a. The manufacturer must comply with this Specification and related Sections. 33 2. Any product that is not listed on the Standard Products List is considered a 34 substitution and shall be submitted in accordance with Section 01 25 00. 35 B. Ductile Iron Fittings 36 1. Ductile Iron Fittings shall be in accordance with AWWA/ANSI C110/A21.10, 37 AWWA/ANSI C153/A21.53. 38 2. All fittings for potable water service shall meet the requirements of NSF 61. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 7 LOCATION OF EXISTING UTILITIES Page 7 of 13 1 2) Push -on Restrained Joint bell and spigot 2 a) Only those products list in the standard products list will be allowed for 3 the size listed in the standard products list per Section 01 60 00 4 b) Pressure rating shall exceed the working and test pressure of the pipe 5 line 6 c. Flanged Joints 7 1) AWWA/ANSI C115/A21.15, ASME B16.1, Class 125 8 2) Flange bolt circles and bolt holes shall match those of ASME B16.1, Class 9 125. 10 3) Field fabricated flanges are prohibited. 11 6. Gaskets 12 a. Provide Gaskets in accordance with Section 33 11 05. 13 7. Isolation Flanges 14 a. Flanges required by the drawings to be Isolation Flanges shall conform to 15 Section 33 04 10. 16 8. Bolts and Nuts 17 a. Mechanical Joints 18 1) Provide bolts and nuts in accordance with Section 33 11 05. 19 b. Flanged Ends 20 1) Meet requirements of AWWA C 115. 21 a) Provide bolts and nuts in accordance with Section 33 11 05. 22 9. Flange Coatings 23 a. Connections to Steel Flanges 24 1) Buried connections with Steel Flanges shall be coated with a Petrolatum 25 Tape System in accordance with Section 33 11 05. 26 10. Ductile Iron Fitting Exterior Coatings 27 a. All Ductile Iron Fittings shall have an asphaltic coating, minimum of 1 mil 28 thick, on the exterior, unless otherwise specified in the Contract Documents. 29 11. Polyethylene Encasement 30 a. All buried Ductile Iron Fittings shall be polyethylene encased. 31 b. Only manufacturers listed in the City's Standard Products List as shown in 32 Section 01 60 00 will be considered acceptable. 33 c. Use only virgin polyethylene material. 34 d. Encasement for buried fittings shall be 8 mil linear low density (LLD) 35 polyethylene conforming to AWWA/ANSI C105/A21.5 or 4 mil high density 36 cross -laminated (HDCL) polyethylene encasement conforming to conforming 37 to AWWA/ANSI C105/A21.5 and ASTM A674. 38 e. Marking: At a minimum of every 2 feet along its length, the mark the 39 polyethylene film with the following information: 40 1) Manufacturer's name or trademark 41 2) Year of manufacturer 42 3) AWWA/ANSI C105/A21.5 43 4) Minimum film thickness and material type 44 5) Applicable range of nominal diameter sizes 45 6) Warning — Corrosion Protection — Repair Any Damage 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 9 LOCATION OF EXISTING UTILITIES Page 9 of 13 1 3) Due to the tolerances involved, the gasket area and spigot end up to 6 2 inches back from the end of the spigot end must be coated with 6 mils 3 nominal, 10 mils maximum using a Joint Compound as supplied by the 4 manufacturer. 5 a) Apply the joint compound by brush to ensure coverage. 6 b) Care should be taken that the joint compound is smooth without excess 7 buildup in the gasket seat or on the spigot ends. 8 c) Coat the gasket seat and spigot ends after the application of the lining. 9 4) Surface preparation shall be in accordance with the manufacturer's 10 recommendations. 11 5) Check thickness using a magnetic film thickness gauge in accordance with 12 the method outlined in SSPC PA 2. 13 6) Test the interior lining of all fittings for pinholes with a non-destructive 14 2,500 volt test. 15 a) Repair any defects prior to shipment. 16 7) Mark each fitting with the date of application of the lining system along 17 with its numerical sequence of application on that date and records 18 maintained by the applicator of his work. 19 8) For all Ductile Iron Fittings in wastewater service where the fitting has 20 been cut, coat the exposed surface with the touch-up material as 21 recommended by the manufacturer. 22 a) The touch-up material and the lining shall be of the same manufacturer. 23 2.3 ACCESSORIES [NOT USED] 24 2.4 SOURCE QUALITY CONTROL [NOT USED] 25 PART 3 - EXECUTION 26 3.1 INSTALLERS [NOT USED] 27 3.2 EXAMINATION [NOT USED] 28 3.3 PREPARATION [NOT USED] 29 3.4 INSTALLATION 30 A. General 31 1. Install fittings, specials and appurtenances as specified herein, as specified in 32 AWWA C600, AWWA M41, and in accordance with the fittings manufacturer's 33 recommendations. 34 2. Lay fittings to the lines and grades as indicated in the Drawings. 35 3. Excavate and backfill trenches in accordance with 33 05 10. 36 4. Embed Ductile Iron Fittings in accordance with 33 05 10. 37 B. Joint Making 38 1. Mechanical Joints with required mechanical restraint 39 a. All mechanical joints require mechanical restraint. 40 b. Bolt the retainer gland into compression against the gasket, with the bolts 41 tightened down evenly then cross torqued in accordance with AWWA C600. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 11 LOCATION OF EXISTING UTILITIES Page 11 of 13 1 d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. 2 e. After assembling fittings make overlap of polyethylene tube, pull bunched 3 polyethylene from preceding length of pipe, slip it over end of the fitting and 4 wrap until it overlaps joint at end of preceding length of pipe. 5 f. Secure overlap in place. 6 g. Take up slack width at top of fitting to make a snug, but not tight, fit along 7 barrel of fitting, securing fold at quarter points. 8 h. Repair cuts, tears, punctures or other damage to polyethylene. 9 i. Proceed with installation of next fitting in same manner. 10 3. Tubular Type (Method B) 11 a. Cut polyethylene tube to length approximately 1 foot shorter than fitting 12 section. 13 b. Slip tube around fitting, centering it to provide 6 inches of bare fitting at each 14 end. 15 c. Take up slack width at top of fitting to make a snug, but not tight, fit along 16 barrel of fitting, securing fold at quarter points; secure ends. 17 d. Before making up joint, slip 3-foot length of polyethylene tube over end of 18 proceeding pipe section, bunching it accordion -fashion lengthwise. 19 e. After completing joint, pull 3-foot length of polyethylene over joint, 20 overlapping polyethylene previously installed on each adjacent section of pipe 21 by at least 1 foot; make each end snug and secure. 22 4. Sheet Type 23 a. Cut polyethylene sheet to a length approximately 2 feet longer than piece 24 section. 25 b. Center length to provide 1-foot overlap on each fitting, bunching it until it 26 clears the fitting ends. 27 c. Wrap polyethylene around fitting so that it circumferentially overlaps top 28 quadrant of fitting. 29 d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. 30 e. Lower wrapped fitting into trench with preceding section of pipe. 31 f. Make shallow bell hole at joints to facilitate installation of polyethylene. 32 g. After completing joint, make overlap and secure ends. 33 h. Repair cuts, tears, punctures or other damage to polyethylene. 34 i. Proceed with installation of fittings in same manner. 35 5. Pipe -Shaped Appurtenances 36 a. Cover bends, reducers, offsets, and other pipe -shaped appurtenances with 37 polyethylene in same manner as pipe and fittings. 38 6. Odd -Shaped Appurtenances 39 a. When it is not practical to wrap valves, tees, crosses and other odd -shaped 40 pieces in tube, wrap with flat sheet or split length polyethylene tube by passing 41 sheet under appurtenances and bringing it up around body. 42 b. Make seams by bringing edges together, folding over twice and taping down. 43 c. Tape polyethylene securely in place at the valve stem and at any other 44 penetrations. 45 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 13 LOCATION OF EXISTING UTILITIES Page 13 of 13 1 3.6 RE -INSTALLATION [NOT USED] 2 3.7 FIELD Ioa] SITE QUALITY CONTROL 3 A. Potable Water Mains 4 1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 5 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water 6 main as specified in Section 33 04 40. 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 16 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A.1.c — Restraints included in price bid 1.2.A.2.c — Restraints included in price bid 1.3 — Added definitions of gland types for clarity 2.2•B•5 — Removed unrestrained push -on and mechanical joints 2.2.B.6, 7, 8, and 9 — Added reference to Section 33 05 10 and 33 04 10; removed material specifications for bolts, nuts and gaskets. 3.4 — Requirement for all mechanical and push -on joints to be restrained 3.4.D — Corrected reference CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 2 LOCATION OF EXISTING UTILITIES Page 2 of 8 1 f. Disposal of excess material 2 g. Furnishing, placement and compaction of embedment 3 h. Furnishing, placement and compaction of backfill 4 i. Trench water stops 5 j. Thrust restraint, if required by Contract Documents 6 k. Gaskets 7 1. Clean-up 8 m. Cleaning 9 n. Disinfection 10 o. Testing 11 1.3 REFERENCES 12 A. Reference Standards 13 1. Reference standards cited in this Specification refer to the current reference 14 standard published at the time of the latest revision date logged at the end of this 15 Specification, unless a date is specifically cited. 16 2. American Association of State Highway and Transportation Officials (AASHTO). 17 3. ASTM International (ASTM): 18 a. D1784, Standard Specification for Rigid Poly(Vinyl-Chloride) (PVC) 19 Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds. 20 b. D3139, Standard Specification for Joints for Plastic Pressure Pipes Using 21 Flexible Elastomeric Seals. 22 4. American Water Works Association (AWWA): 23 a. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. 24 b. C605, Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipes 25 and Fittings for Water. 26 c. C900, Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 4 IN 27 through 12 IN, for Water Transmission and Distribution. 28 d. C905, Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 14 IN 29 through 48 IN, for Water Transmission and Distribution. 30 e. M23, PVC Pipe — Design and Installation. 31 f. M41, Ductile -Iron Pipe and Fittings. 32 5. NSF International (NSF): 33 a. 61, Drinking Water System Components — Health Effects. 34 6. Underwriters Laboratories, Inc. (UL). 35 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED[ 36 1.5 SUBMITTALS 37 A. Submittals shall be in accordance with Section 01 33 00. 38 B. All submittals shall be approved by the City prior to delivery. 39 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 40 A. Product Data 41 1. For PVC Pressure Pipe that is used for water distribution, wastewater force mains 42 or wastewater gravity mains, including: 43 a. PVC Pressure Pipe CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 4 LOCATION OF EXISTING UTILITIES Page 4 of 8 1 1.10 DELIVERY, STORAGE, AND HANDLING 2 A. Storage and Handling Requirements 3 1. Store and handle in accordance with the guidelines as stated in AWWA M23. 4 2. Secure and maintain a location to store the material in accordance with Section 01 5 66 00. 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART2- PRODUCTS 9 2.1 OWNER -FURNISHED [old OWNER -SUPPLIED PRODUCTS [NOT USED] 10 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 11 A. Manufacturers 12 1. Only the manufacturers as listed in the City's Standard Products List will be 13 considered as shown in Section 01 60 00. 14 a. The manufacturer must comply with this Specification and related Sections. 15 2. Any product that is not listed on the Standard Products List is considered a 16 substitution and shall be submitted in accordance with Section 01 25 00. 17 B. Pipe 18 1. Pipe shall be in accordance with AWWA C900 or AWWA C905. 19 2. PVC Pressure Pipe for potable water shall meet the requirements of NSF 61. 20 3. Pressure Pipe shall be approved by the UL. 21 4. Pipe shall have a lay length of 20 feet except for special fittings or closure pieces 22 necessary to comply with the Drawings. 23 5. The pipe material shall be PVC, meeting the requirements of ASTM D1784, with a 24 cell classification of 12454-B. Outside diameters must be equal to those of cast 25 iron and ductile iron pipes. 26 6. As a minimum the following Dimension Ratio's apply: 27 Diameter (inch) Min Pressure Class (psi) 4 through 12 DR 14 16 through 24 DR 18 28 7. Pipe Markings 29 a. Meet the minimum requirements of AWWA C900 or AWWA C905. Minimum 30 pipe markings shall be as follows: 31 1) Manufacturer's Name or Trademark and production record 32 2) Nominal pipe size 33 3) Dimension Ratio CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 6 LOCATION OF EXISTING UTILITIES Page 6 of 8 1 2) Soil density = 115 pcf (maximum value to be used), for unsaturated soil 2 conditions 3 3) In locations where ground water is encountered, reduce the soil density to 4 its buoyant weight for the backfill below the water table. 5 a) Reduce the coefficient of friction to 0.25. 6 4. Joints 7 a. Joints shall be gasket, bell and spigot and push -on type conforming to ASTM 8 D3139. 9 b. Since each pipe manufacturer has a different design for push -on joints, gaskets 10 shall be part of a complete pipe section and purchased as such. 11 c. Lubricant must be non -toxic and NSF approved for potable water applications. 12 d. Push -On Restrained Joints shall only be as approved in the Standard Products 13 List in Section 01 60 00. 14 5. Detectable Markers 15 a. Provide detectable markers in accordance with Section 33 05 26. 16 2.3 ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL [NOT USED] 18 PART 3 - EXECUTION 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION [NOT USED] 22 3.4 INSTALLATION 23 A. General 24 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 25 AWWA C600, AWWA C605, AWWA M23 and in accordance with the pipe 26 manufacturer's recommendations. 27 2. Lay pipe to the lines and grades as indicated in the Drawings. 28 3. Excavate and backfrll trenches in accordance with Section 33 05 10. 29 4. Embed PVC Pressure Pipe in accordance with Section 33 05 10. 30 5. For installation of carrier pipe within casing, see Section 33 05 24. 31 B. Pipe Handling 32 1. Haul and distribute pipe and fittings at the project site. 33 2. Handle piping with care to avoid damage. 34 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 35 lowering into the trench. 36 b. Use only nylon ropes, slings or other lifting devices that will not damage the 37 surface of the pipe for handling the pipe. 38 3. At the close of each operating day: 39 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 40 the laying operation. 41 b. Effectively seal the open end of the pipe using a gasketed night cap. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 8 LOCATION OF EXISTING UTILITIES Page 8 of 8 1 END OF SECTION 2 3 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.C.1 and 3.4.C.3 — revised maximum joint deflection requirements 3.4.C.1 — Added reference to Ductile Iron Fittings 3.4.D — Removed Marker Balls 1.1 Modified acceptable range for specification from up to 24-inch to up to 36-inch CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 2 LOCATION OF EXISTING UTILITIES Page 2 of 9 1 14) Furnishing, placement and compaction of embedment 2 15) Furnishing, placement and compaction of backfill 3 16) Clean-up 4 17) Cleaning 5 18) Disinfection 6 19) Testing 7 2. Cut -in Gate Valve 8 a. Measurement 9 1) Measurement for this Item shall be per each. 10 b. Payment 11 1) The work performed and the materials furnished in accordance with this 12 Item shall be paid for at the unit price bid per each "Cut -in Gate Valve" 13 installed for: 14 a) Various sizes 15 c. The price bid shall include: 16 1) Furnishing and installing Gate Valves with connections as specified in the 17 Drawings 18 2) System dewatering 19 3) Connections to existing pipe materials 20 4) Valve box 21 5) Extension 22 6) Extensions for valves in vaults 23 7) Valve vault and appurtenances (for 16-inch and larger gate valves) 24 8) Petrolatum tape for connections to steel flanges 25 9) 2-inch risers (for 16-inch and larger gate valves) 26 10) Isolation kits when installed with flanged connections 27 11) Valve vault and appurtenances (for 16-inch and larger gate valves) 28 12) Polyethylene encasement 29 13) Pavement removal 30 14) Excavation 31 15) Hauling 32 16) Disposal of excess material 33 17) Furnishing, placement and compaction of embedment 34 18) Furnishing, placement and compaction of backfill 35 19) Clean-up 36 20) Cleaning 37 21) Disinfection 38 22) Testing 39 1.3 REFERENCES 40 A. Abbreviations and Acronyms 41 1. NRS — Non Rising Stem 42 2. OS&Y — Outside Screw and Yoke 43 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 4 LOCATION OF EXISTING UTILITIES Page 4 of 9 1 2. Polyethylene encasement and tape 2 a. Whether the film is linear low density or high density cross linked polyethylene 3 b. The thickness of the film provided 4 3. Thrust Restraint, if required by contract Documents 5 a. Retainer glands 6 b. Thrust harnesses 7 c. Any other means 8 4. Instructions for field repair of fusion bonded epoxy coating 9 5. Gaskets 10 B. Certificates 11 1. Furnish an affidavit certifying that all Resilient Seated (Wedge) Gate Valves meet 12 the provisions of this Section, each valve meets Specifications, all inspections have 13 been made and that all tests have been performed in accordance with AWWA C509 14 or AWWA C515. 15 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B117. 16 1.7 CLOSEOUT SUBMITTALS [NOT USED] 17 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18 1.9 QUALITY ASSURANCE 19 A. Qualifications 20 1. Manufacturers 21 a. Valves 16-inch and larger shall be the product of 1 manufacturer for each 22 project. 23 1) Change orders, specials and field changes may be provided by a different 24 manufacturer upon City approval. 25 b. For valves less than 16-inch, valves of each size shall be the product of 1 26 manufacturer, unless approved by the City. 27 1) Change orders, specials and field changes may be provided by a different 28 manufacturer upon City approval. 29 c. Valves shall meet or exceed AWWA C509 or AWWA C515. 30 d. For valves equipped with a bypass, the bypass valve must be of the salve 31 manufacturer as the main valve. 32 e. Resilient Seated Gate Valves shall be new and the product of a manufacturer 33 regularly engaged in the manufacturing of Resilient Seated Gate Valves having 34 similar service and size. 35 1.10 DELIVERY, STORAGE, AND HANDLING 36 A. Storage and Handling Requirements 37 1. Protect all parts so that no damage or deterioration will occur during a prolonged 38 delay from the time of shipment until installation is completed and the units and 39 equipment are ready for operation. 40 2. Protect all equipment and parts against any damage during a prolonged period at the 41 site. 42 3. Protect the finished surfaces of all exposed flanges by wooden blank flanges, 43 strongly built and securely bolted thereto. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 6 LOCATION OF EXISTING UTILITIES Page 6 of 9 1 3. Bypass 2 a. 30-inch gate valves require an integrally cast bypass on the body of the valve. 3 1) Orient the bypass on the same side of the gate valve as the spur gear to 4 allow operation of both valves from the manhole opening. 5 4. Gate Valve Bolts and Nuts 6 a. Bonnet, Stuffing Box and Gear Box - Hex head bolt, and hex nut: Steel ASTM 7 A307 Gr. B, Zinc Plate per ASTM B633, SC3 for non -buried service (4-inch 8 through 12-inch valves) or as specified in 2.2.C.4.b. 9 b. Hex head bolt and hex nut: AISI 304 stainless steel for buried service (all 10 sizes) and for valves 16-inch through 36-inch (non -buried service) 11 5. Bolts and Nuts 12 a. Mechanical Joints 13 a) Provide bolts and nuts in accordance with Section 33 11 05. 14 b. Flanged Ends 15 1) Meet requirements of AWWA C115 or AWWA C207 depending on pipe 16 material. 17 2) Provide bolts and nuts in accordance with Section 33 11 05. 18 3) Flanged isolation kits shall be provided when connecting to buried steel or 19 concrete pressure pipe. Kits shall conform to Section 33 04 10. 20 6. Joints 21 a. Valves: flanged, or mechanical joint or any combination of these as specified 22 on the Drawings or in the project Specifications 23 1) Flanged joints: AWWA/ANSI C115/A21.15, ASME B16.1, Class 125 24 a) Flange bolt circles and bolt holes shall match those of ASME B16.1, 25 Class 125. 26 b) Field fabricated flanges are prohibited. 27 2) Steel or concrete pressure pipe 28 a) Use flange joints unless otherwise specified in the Contract 29 Documents. 30 3) Ductile Iron or PVC pressure pipe 31 a) Use mechanical joints with mechanically restrained retainer glands 32 unless otherwise specified in the Contract Documents. 33 7. Operating Nuts 34 a. Supply for buried service valves 35 b. 1-15/16-inch square at the top, 2-inch at the base, and 1-3/4-inch high 36 c. Cast an arrow showing the direction of opening with the word "OPEN" on the 37 operating nut base. 38 d. To open, the operating nut shall be turned to the RIGHT (CLOCKWISE) 39 direction. 40 e. Connect the operating nut to the shaft with a shear pin that prevents the nut 41 from transferring torque to that shaft or the gear box that exceeds the 42 manufacturer's recommended torque. 43 f. Furnish handwheel operators for non -buried service, or when shown in the 44 Drawings. 45 8. Gearing 46 a. Gate valves that are 24 inch and larger: Equip with a spur gear. 47 b. Bevel gears for horizontally mounted valves are not allowed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 8 LOCATION OF EXISTING UTILITIES Page 8 of 9 1 3. Polyethylene encasement installation shall be in accordance with Section 33 11 10. 2 3.5 REPAIR/RESTORATION [NOT USED] 3 3.6 RE -INSTALLATION [NOT USED] 4 3.7 FIELD told SITE QUALITY CONTROL 5 A. Field Inspections 6 1. Before acceptance of the installed valve, the City Field Operations Staff shall have 7 the opportunity to operate the valve. 8 2. The City shall be given the opportunity to inspect all buried flanges before they are 9 covered. 10 3. The Operator will be assessing the ease of access to the operating nut within the 11 valve box and ease of operating the valve from a fully closed to fully opened 12 position. 13 4. If access and operation of the valve meet the City's criteria, then the valve will be 14 accepted as installed. 15 B. Non -Conforming Work 16 1. If access and operation of the valve or its appurtenances does not meet the City's 17 criteria, the Contractor will remedy the situation until it meets the City's criteria, at 18 the Contractor's expense. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 1 2 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 1 LOCATION OF EXISTING UTILITIES Page 1 of 8 SECTION 33 12 25 CONNECTION TO EXISTING WATER MAINS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Connection to existing water mains to include, but not limited to: 7 a. Cutting in a tee for a branch connection 8 b. Extending from an existing water main 9 c. Installing a tapping sleeve and valve 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division 1 — General Requirements 16 3. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 17 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 18 5. Section 33 05 30 — Location of Existing Utilities 19 6. Section 33 11 05 — Bolts, Nuts, and Gaskets 20 7. Section 33 11 10 —Ductile Iron Pipe 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Connection to an existing unpressurized Fort Worth Water Distribution System 24 Main that does not require the City to take part of the water system out of service 25 a. Measurement 26 1) This Item is considered subsidiary to the water pipe being installed. 27 b. Payment 28 1) The work performed and the materials furnished in accordance with this 29 Item are subsidiary to the unit price bid per linear foot of water pipe 30 complete in place, and no other compensation will be allowed. 31 2. Connection to an existing pressurized Fort Worth Water Distribution System Main 32 that requires a shutdown of some part of the water system 33 a. Measurement 34 1) Measurement for this Item shall be per each connection completed. 35 b. Payment 36 1) The work performed and the materials furnished in accordance with this 37 Item shall be paid for at the unit price bid per each "Connection to Existing 38 Water Main" installed for: 39 a) Various sizes of existing water distribution main 40 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 3 LOCATION OF EXISTING UTILITIES Page 3 of 8 1 18) Testing 2 1.3 REFERENCES 3 A. Reference Standards 4 1. Reference standards cited in this Specification refer to the current reference 5 standard published at the time of the latest revision date logged at the end of this 6 Specification, unless a date is specifically cited. 7 2. American Society of Mechanical Engineers (ASME): 8 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250) 9 3. ASTM International (ASTM): 10 a. A36, Standard Specification for Carbon Structural Steel. 11 b. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for 12 High Temperature or High Pressure Service and Other Special Purpose 13 Applications 14 c. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High 15 Pressure or High Temperature Service, or Both 16 d. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 17 e. A283, Standard Specification for Low and Intermediate Tensile Strength 18 Carbon Steel Plates. 19 f. A285, Standard Specification for Pressure Vessel Plates, Carbon Steel, Low- 20 and Intermediate -Tensile Strength. 21 g. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 22 h. D2000, Standard Classification System for Rubber Products in Automotive 23 Applications. 24 4. American Water Works Association (AWWA): 25 a. C200, Steel Water Pipe - 6 IN and Larger. 26 b. C207, Steel Pipe Flanges for Waterworks Service — Sizes 4 IN through 144 IN. 27 c. C213, Fusion -Bonded Epoxy Coating for the Interior and Exterior of Steel 28 Water Pipelines. 29 d. C223, Fabricated Steel and Stainless Steel Tapping Sleeves. 30 5. American Water Works Association/American National Standards Institute 31 (AWWA/ANSI): 32 a. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 33 b. C1.11/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 34 Fittings. 35 c. C115A21/15, Flanged Ductile -Iron Pipe with Ductile Iron or Gray -Iron 36 Threaded Flanges. 37 6. NSF International (NSF): 38 a. 61, Drinking Water System Components — Health Effects. 39 7. Manufacturers Standardization Society of the Valve and Fitting Industry Inc. 40 (MSS): 41 a. SP-60, Connecting flange Joint Between Tapping Sleeves and Tapping Valves. 42 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 5 LOCATION OF EXISTING UTILITIES Page 5 of 8 1 B. Submittals 2 1. Provide a detailed sequence of work for 16-inch, or larger, connections if required 3 by City that includes: 4 a. Results of exploratory excavation 5 b. Dewatering 6 c. Procedure for connecting to the existing water main 7 d. Time period for completing work from when the water is shut down to when 8 the main is back in service 9 e. Testing and repressurization procedures 10 2. Welders that are assigned to work on connection to concrete cylinder or steel pipe 11 must be certified and provide Welding Certificates, upon request, in accordance 12 with AWWA C200. 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE, AND HANDLING 17 A. Storage and Handling Requirements 18 1. Protect parts so that no damage or deterioration occurs during a prolonged delay 19 from the time of shipment until installation is completed. 20 2. Protect all equipment and parts against any damage during a prolonged period at the 21 site. 22 3. Protect the finished surfaces of all exposed flanges using wooden flanges, strongly 23 built and securely bolted thereto. 24 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 25 5. Prevent plastic and similar brittle items from being exposed to direct sunlight and 26 extremes in temperature. 27 6. Secure and maintain a location to store the material in accordance with Section 01 28 66 00. 29 1.11 FIELD [SITE] CONDITIONS [NOT USED] 30 1.12 WARRANTY 31 A. Manufacturer Warranty 32 1. Manufacturer's warranty shall be in accordance with Division 1. 33 PART 2 - PRODUCTS 34 2.1 OWNER -FURNISHED Ioa] OWNER -SUPPLIED PRODUCTS [NOT USED] 35 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 36 A. Manufacturers 37 1. Only the manufacturers as listed by the City's Standard Products List will be 38 considered as shown in Section 01 60 00. 39 a. The manufacturer must comply with this Specification and related Sections. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE - 7 LOCATION OF EXISTING UTILITIES Page 7 of 8 1 2. Verify that all equipment and materials are available on -site prior to the shutdown 2 of the existing main. 3 3. Pipe lines shall be completed, tested and authorized for connection to the existing 4 system in accordance with Section 33 04 40. 5 3.3 PREPARATION [NOT USED] 6 3.4 INSTALLATION 7 A. General 8 1. Upon disruption of the existing water main, continue work until the connection is 9 complete and the existing water main is back in service. 10 B. Procedure 11 1. Expose the proposed connection point in accordance with Section 33 05 10. 12 2. Dewater the existing water line so the chlorinated water is not unlawfully 13 discharged. 14 3. Maintain the water that may bleed by existing valves or plugs during installation 15 within the work area to a reasonable level. 16 a. Control the water in such a way that it does not interfere with the proper 17 installation of the connection or create a discharge of chlorinated water. 18 4. If any discharge of chlorinated water occurs, discharged water shall be de- 19 chlorinated in accordance with Section 33 04 40 20 5. Cut and remove existing water main in order to make the connection. 21 6. Verify that the existing pipe line is suitable for the proposed connection. 22 7. Place trench foundation and bedding in accordance with 33 05 10. 23 8. In the event that a tapping sleeve and valve is used, the coupon from the existing 24 water main shall be submitted to the City. 25 9. Prevent embedment, backfill, soil, water or other debris from entering the pipeline. 26 10. Establish thrust restraint as provided for in the Drawings. 27 11. Clean and disinfect the pipeline associated with the connection in accordance with 28 Section 33 04 40. 29 12. Place embedment to the top of the pipe zone. 30 13. Request that the City Valve Crew re -pressurize the pipeline. 31 14. Directionally flush the connection in accordance with Section 33 04 40. 32 15. Request that City Valve Crew open all remaining valves. 33 3.5 REPAIR/RESTORATION [NOT USED] 34 3.6 RE -INSTALLATION [NOT USED] 35 3.7 FIELD loll] SITE QUALITY CONTROL [NOT USED] 36 3.8 SYSTEM STARTUP [NOT USED] 37 3.9 ADJUSTING [NOT USED] 38 3.10 CLEANING [NOT USED] 39 3.11 CLOSEOUT ACTIVITIES [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 2120 08-13 2004 Specifications CSJ 0902-48-775 SPECIAL SPECIFICATION 2126 Ballasted Track Construction 1. Description. This Item shall govern for the construction of ballasted track on constructed trackbed. Ballasted track construction includes, but is not limited to, placing ballast, distributing and lining ties, installing track panels, furnishing and installing ties, tie plates, spikes, and welded or bolted joints, raising and lining track, and other incidentals as specified herein. Track on ballasted deck bridges is also included. 2. Materials. A. Rail. Use Type RE 136 lb Standard Strength Rail meeting the requirements of BNSF/Union Pacific Common Standard Drawing 176500 "136JK LB Rail Section" and conforming to the requirements of American Railway Engineering and Maintenance of Way Association (AREMA) Chapter 4 "Rail". Install compromise transition rails at the cut -in points per the Union Pacific Standard Drawing 0947 "Compromise Transition Rail, 136 lb. to 115 lb.". The transition rails are to be welded into place per Section 5: Field Rail Welding of this specification. B. Track Crossties. Track crossties shall conform to the current AREMA Specifications, Chapter 30, "Ties". The track crossties shall be new Oak or Douglas Fir Wood ties, 7 inches x 9 inches x 9 feet minimum AREMA-7 inch Grade. Crossties shall be treated according to the American Wood Preservers Association Standards, based on 50 percent creosote and 50 percent coal tar solution with a minimum preservative retention of 8 pounds per cubic foot of Wood. Crossties shall be seasoned and dimensioned prior to treatment and treated in accordance with AWPA Standard C6 "Crossties and Switch Ties - Preservative Treatment by Pressure Processes", or ASTM D 1760 "Standard Specification for Pressure Treatment of Timber Products". All ties shall be fitted with anti -splitting devices, regardless of their tendency to split. Ties shall be fabricated n accordance with Union Pacific Standard Drawing 0211 H "Preplating Dimensions for Wood Ties". Ties shall be inspected and certified by an approved commercial testing laboratory stating that the ties to be used meet the specifications in accordance with AWPA Standard M2 "Standard for Inspection of Treated Wood Products". Results of test and inspections shall be furnished to the Engineer. The need to have predrilled ties will be limited to the portion across the bridge and extending 120 ties beyond each end of the bridge in each direction, where elastic fasteners and coach screws will be used. 1-15 2126 04-13 Subballast shall be in accordance with Item 247 "Flexible Base", Type D except as follows: Gradations. Unless otherwise indicated on the plans, provide subballast consisting of gradations as set forth in Table 1. Table 1 Subballast Gradations Sieve Size 2" 1" 3/4" No. 10 No. 40 No. 200 % Passing (optimum) 100 95 67 38 21 7 % Passing (permissible.) 100 90-100 50-84 26-50 12-30 0-10 J. Ballast. Supply crushed stone ballast that is hard, dense, of angular particle structure providing sharp corners and cubical fragments, free of deleterious materials. Provide ballast material that has a high resistance to temperature changes, chemical attack, high electrical resistance, low absorption properties and free of cementing characteristics. Submit Certificates of Compliance for all ballast materials furnished under this contract for review and approval by the Engineer prior to transporting ballast to the Job Site. A variety of materials may be processed into the railroad ballast. The following general classifications and the accompanying definitions list the most common materials. Detailed examination of the individual materials will be made to determine the specific mineralogical composition. No crushed gravel is allowed. 1 Granite. Granite is a plutonic rock having an even texture and consisting primarily of feldspar and quartz. 2. Trap Rock. Trap rock is any dark -colored, fine-grained non -granitic hypabyssal or extrusive rock. 3. Quartzite. Quartzite is a granoblastic, metamorphic rock consisting mainly of quartz and formed by recrystallization or sandstone or chert by either regional or thermal metamorphism. Quartzite may also be very hard but unmetamorphosed sandstone consisting chiefly of quartz grains with secondary silica that the rock breaks across or through the grains rather than around them. 4. Carbonate Rocks. Carbonate rocks are sedimentary rocks consisting primarily of carbonite materials such as limestone and dolomite. 5. Slags. Slags are materials formed during the metal -making process by fusion fluxstones, coke and other metallic particles. 3. Property Requirements. a. Physical Analysis. 3-15 2126 04-13 Chemical analysis will be used in selecting or evaluating plant sites. Magnesium carbonate content of carbonate materials shall be tested and defined in accordance with ASTM C 25. Slags will be evaluated for use in accordance with DMS-11000. The blending, stockpiling and other production handling operations shall be managed by the producer to minimize segregation of the finished product. Stockpiling operations shall minimize, as practical, breakage or excessive fall in stockpiling operations and movement of wheeled or tracked machines over stockpile material shall be limited. Processed ballast shall be washed and/or rescreened as necessary to remove fine particle contamination as defined by the specification. (1) Loading. The manufacturer shall ensure the fitness of the cars for loading of prepared materials, arranging to clean cars of deleterious materials, plug leaks, close doors, and other like operations as necessary. (2) Inspection. TxDOT or its representative reserve the right to visit the producers facility during usual business hours unscheduled for the following purposes: Prior to installation, the supplier should provide the Engineer with certified results of ballast quality and gradation as conducted by a testing laboratory acceptable to the Engineer. The supplier shall receive approval from the Engineer for the testing laboratory prior to performing tests. 3. Construction. Before starting work, the Contractor shall fully inform the Engineer of the construction methods he proposes to use, the adequacy of which shall be subject to the approval of the Engineer. Concurrence on the part of the Engineer of any proposed construction methods or approval of equipment does not relieve the Contractor of the responsibility for the safety or correctness of the methods, the adequacy of his equipment or from carrying out the work in full accordance with the contract. The following codes, regulations, reference standards, and specifications apply to work included in this section: (a) AREMA, Manual for Railway Engineering, Chapter 1 "Roadway and Ballast", Chapter 4 "Rail" and Chapter 5 "Track". (b) American Welding Society (AWS): D1.1 (c) Applicable referenced ASTM Specifications (d) Track Safety Standards of the Federal Railroad Administration (FRA). (e) Union Pacific Railroad Company (UPRR) Technical Specifications for the Construction of Industrial Tracks and Track Standard Drawings. 5-15 2126 04-13 All track spikes are to be the proper size. Tie plates shall be adjusted as necessary so that the spikes can be driven properly into the ties. Care shall be taken to make sure that the base of rail is not riding on the shoulder of the tie plate when spikes are driven. Spikes shall be started, driven vertically, and square when driven into the spike holes of the tie plate. Crooked or bent spikes shall be removed and replaced. Straightening with maul of spikes started crooked will not be permitted. When spikes are pulled, the hole shall be plugged with a standard treated tie plug. In driving the spikes, the last few blows of the hammers shall be such that the spike head will not be bent or broken, and the hammer shall not be permitted to strike directly upon the rail. All rail shall be spiked to ties with not less than four spikes per tie, one spike in contact with gauge side and one in contact with field side of each rail. Spikes shall be staggered so that the outside spikes shall be on the same side of the tie and the inside spikes on the opposite side. Rail shall not be struck with maul or heavy tool when spiking, gauging or lining. Immediately after completion of track surfacing, spikes shall be settled in place with the underside of the head of the spike contacting the top of base of rail with a minimum of pressure. Tie plugs, where required, shall fill holes from which spikes are drawn. The plugs shall conform to the current AREMA Specifications for Tie Plugs, and are to be treated with a Creosote oil solution. Grip type rail anchors shall be applied by an approved rail anchor applicator machine and in the approved manner for the particular type of anchor furnished. Rail anchors shall be installed after the ballast operation and the track is raised, lined and ties re -spaced. Under no circumstances shall rail anchors be installed on ties under or immediately adjacent to rail joints, nor shall anchors be installed on one side of the tie under one rail and on the opposite side of the tie under the other rail. Care shall be taken to avoid overdriving or damaging anchors. Anchors shall not be driven along the rail. Sufficient rail anchors shall be applied and maintained to effectively control longitudinal rail movement. Anchors shall be installed on the same side(s) of the tie on both rails. Anchors must not be applied to one rail only, but must be applied to both rails in a uniform pattern. For continuously welded rail (CWR), anchors must not be applied on the opposite rail directly across from the joints or straps. Track shall be box anchored every other tie. Box anchoring is defined as installing opposing anchors to bear against each side of the tie on each rail for a total of four anchors per cross tie. When laying rail in tangent track, the right-hand rail (direction determined by facing away from initial point of line), shall be laid first and lined to the staked track alignment. 7-15 2126 04-13 (g) To avoid unnecessary rail cutting in providing staggered joints, a two -foot tolerance will be perrnitted in either direction. When laying rail, joints must not be located in road crossings, bridge decks, or on ends of bridges. Rail Expansion Shims. Expansion shims must be used to establish the proper opening between rails. At joints, the opening between rail ends must be as shown in the following table: For 39 ft Rail: Rail Temperature Opening Below 25° F `/2" 51°Fto75°F 1/8" Above 75° F 1/8" every other joint For 78 ft Rail: Rail Temperature Opening Below 25° F %2" 25° F to 50° F 3/8" 51°Fto75°F 1/4" 75° F to 100° F 1/8" Above 100° F 1/8" every other joint Rail thermometers of the approved type must be used to determine the rail temperature. Exception: Expansion shims must not be used at the ends of strings when laying CWR. (h) Joint Bar Lubrication. The application of lubricants and general maintenance of rail joints in jointed -rail territory are necessary to ensure that the rail is working properly to accommodate rail expansion and contraction resulting from temperature variations, and prevent the occurrence of track buckles or sun kinks and pull-aparts. Joint bars and rail ends must be cleaned and lubricated with an approved joint lubricant when installing joint bars. Joints must be installed with the full number of bolts and the nuts tightened to the proper tension. When laying new or second hand jointed rail, or constructing new track using jointed rail, the contact surface of the rail ends and joint bars shall be lubricated using a liberal amount of approved lubricant. To maintain free rail movement in existing joint rail territory, joint area must be thoroughly lubricated along all marring surfaces and into the interior of the bars, using a Hudson sprayer or equivalent. 9-15 2126 04-13 5. Ballasting and Surfacing. Furnishing, delivery and unloading of ballast to project site is the Contractor's responsibility. Care must be taken to insure that track and walkways are safe for movement. Haul and place ballast material in such a way that damage to adjacent areas is avoided. Ballast shall be uniformly distributed and the track raised, lined, surfaced, and tamped, with the finished surface of the ballast dressed in accordance with the approved drawings. The track shall be laid and connected before ballast is spread and raised. It will not be permissible to operate over long stretches of track before it has been raised and surfaced unless approved by the Engineer. Immediately prior to unloading ballast for the final 4 inch raise, the track shall be lined as close as practical to the stakes and all ties straightened and respaced as necessary. Ballast shall then be spread evenly and leveled to the required section, taking care to assure that subgrade material is not intermixed with the ballast. Ballast shall be spread and the track raised in a series of lifts to the approved elevation. No single lift shall be higher than 4 inches. In raising track, if jacks or mechanical tampers are used they shall be so regulated as to avoid the binding or straining of joints. Sufficient sets of track jacks, if used, shall be simultaneously used and properly spaced to avoid sharp breaks or bends in the rail when the track is raised. Both rails shall be raised simultaneously and to proper cross level by utilizing standard track level boards with each set of track raising jacks (minimum three insertions). Tamping is to be done by machines approved by the Engineer, in a manner that will produce uniform compaction. Tamping must not disturb subgrade/subballast. Thorough tamping under the rail set is required, and joint ties shall be tamped especially firm. Tamping will not be permitted at the middle of a tie. Both ends of a tie shall be tamped simultaneously and tamping inside and outside the rail shall be done at the same time. All ties that are pulled loose in the track raising operation shall be placed in their proper position and properly tie -plated and fully spiked before tamping. The track shall be true to line and grade as staked with tangent track level transversely. During each track raise, the track is to be tamped in such a manner that it will be uniform. During the raising and tamping operations, sufficient spot boards, track level boards or other approved surfacing devices shall be constantly used to insure the correct surface and cross level in the track after tamping work is completed. After ballasting is completed and the track is in correct gauge, surfaced and lined according to the stakes, the ballast shall be trimmed neatly to the section shown on the drawings, and any surplus material shall be spread evenly along the slopes of the ballast section. Dressing of the ballast by placing earth higher than the ballast toe and thus preventing proper drainage will not be permitted. Bring the initial layer of compacted ballast to an elevation that will establish the track surface no higher than 2 inches below final base of rail grade. Refer to plans and cross sections for ballast depth and base of rail grades. Ballast shall be inserted under ties in minimum 2-1/2 inch, maximum 4 inch lifts. Cribs shall be filled with ballast to the top of tie. Do not perform track surfacing unless the cribs are filled with ballast. 11-15 2126 04-13 Clean the rails to be free of grease, oil, dirt, loose scale, and moisture to a minimum of six inches back from the rail ends, including the rail end surfaces, by use of a wire brush. Align the faces of the rail ends. Rail ends to show no steel defects, dents, or porosity before welding. If rail must be cut to length for any reason, cut it square and clean by means of rail saws or abrasive cutting wheels in accordance with AREMA, "Specifications for Steel Rails." Straighten rail not meeting the requirements of AREMA, "Specifications For Fabrication of Continuous Welded Rail", to be within the specified tolerance. If any rail cannot be straightened, cut it back a sufficient distance to achieve the required alignment. Perform all straightening or cutting prior to welding. Align and properly gap the ends of the rails to be welded to produce a weld which conforms to the alignment tolerances specified. Hold the rail gap and alignment during field welding without change during the complete welding cycle. Align rail on the head of the rail. Vertical alignment shall provide for a flat running surface. Horizontal alignment shall be in such a manner that any difference in the width of heads of rails occurs on the field side. Horizontal offsets shall not exceed 0.040 inch in the head and 0.125 inch in the base. Surface misalignment tolerance shall conform to the following: (a) Combined Vertical Offset and Crown Camber. Not to exceed 0.080 inch per foot at 600 degrees Fahrenheit or less. No dip camber shall be allowed. (b) Gauge Misalignment Tolerance. Combined horizontal offset and horizontal kink camber not to exceed 0.080 inch per foot at 600 degrees Fahrenheit or less. All rails for electric -flash butt welds shall have the scale removed down to the bright metal in those end zones, top and bottom of the rails where the welding current -carrying electrodes contact on head and base of rail. All electric -flash butt welds shall be forged to point of refusal to further plastic deformation and have a minimum upset of 1/2 inch, with 5/8 inch as standard. If flashing on electric -flash butt welds is interrupted because of malfunction or external reason, with less than 1/2 inch of flashing distance remaining before upsetting, rails shall be reclamped in the machine and flashing initiated again. Rails for preheated rail welds shall be cleaned 2 inches on each side of the weld, to remove scale and rust using a power actuated grinder, with abrasive wheel. Rail ends shall be preheated prior to welding to at least the temperature designed by the welding manufacturer and for a sufficient time to ensure full fusion of the weld metal to the rail ends without cracking of the rail or weld. Inspect each weld using a 3 foot straightedge along the centerline of the rail and 0.625 inch below top of rail on the gauge side of the rail head. Center the straightedge over the weld. The gap between the straightedge and the rail to comply with the requirements of AREMA, Chapter 4 and the Union Pacific Railroad Company Instructions Governing the Inspection, Grinding and Heat Treating of Track Components. Bring rails and joints in the finished track to a true surface and alignment by means of an approved grinding machine. Finish the completed weld by grinding to conform with the following requirements: (a) Rail head surface and sides shall be finished ground to a smooth and uniform surface. 13-15 2126 04-13 Subballast will be measured by the cubic yard, complete in place. 10. Payment. The work performed and material furnished by this Item and measured as provided under "Measurement", will be paid for as follows: Payment for ballasted track will be made at the unit price bid for 'Ballasted Track Construction (Track)", "Ballasted Track Construction (Track Shift)" and "Ballasted Track Construction (Track Removal)". This price shall be full compensation for transportation; storage; installation of materials including all welding, track work on bridges, track work at vehicular grade crossings; placing ballast; for raising track to final grade and alignment; for the removal of all materials used in Ballasted Track Construction and for all other materials, tools, equipment and incidentals necessary to complete the work. Payment for subballast will be at the unit price bid for "Subballast". This price shall be full compensation for furnishing, hauling, placing, sprinkling, rolling the subballast and for all other materials, tools, equipment and incidentals necessary to complete the work. 15-15 2126 04-13 For sources not listed on the Department's BRSQC: • build an individual stockpile for each material; • request the Department test the stockpile for specification compliance; and • once approved, do not add material to the stockpile unless otherwise approved. Use only the rated values for hot mix listed in the BRSQC. Rated values for surface treatment (ST) do not apply to coarse aggregate sources used in hot mix. Provide aggregate from non -listed sources only when tested by the Engineer and approved before use. Allow 30 calendar days for the Engineer to sample, test, and report results for non -listed sources. Provide coarse aggregate with at least the minimum SAC as shown on the plans. SAC requirements apply only to aggregates used on the surface of travel lanes. SAC requirements apply to aggregates used on surfaces other than travel lanes when shown on the plans. The SAC for sources on the Department's Aggregate Quality Monitoring Program (AQMP) is listed in the BRSQC. a. Blending Class A and Class B Aggregates. Class B aggregate meeting all other requirements in Table 1 may be blended with a Class A aggregate in order to meet requirements for Class A materials. When blending Class A and B aggregates to meet a Class A requirement, ensure that at least 50% by weight of the material retained on the No. 4 sieve comes from the Class A aggregate source. Blend by volume if the bulk specific gravities of the Class A and B aggregates differ by more than 0.300. For blending purposes, coarse aggregate from RAP and Recycled Asphalt Shingles (RAS) will be considered as Class B aggregate. When the Contractor blends Class A and B aggregates to meet a Class A requirement, the Engineer may perform tests at any time during production to ensure that at least 50% by weight of the material retained on the No. 4 sieve comes from the Class A aggregate source. In such cases where the Engineer elects to verify conformance, the Engineer will use the Department's mix design Excel template to calculate the percent of Class A aggregate retained on the No. 4 sieve by inputting the bin percentages shown from readouts in the control room at the time of production and stockpile gradations measured at the time of production. The Engineer may determine the gradations based on either washed or dry sieve analysis from samples obtained from individual aggregate cold feed bins or aggregate stockpiles. The Engineer may perform spot checks using the gradations supplied by the Contractor on the mixture design report as an input for the Excel template; however, a failing spot check will require confirmation with a stockpile gradation determined by the Engineer. 2. Intermediate Aggregate. Aggregates not meeting the definition of coarse or fine aggregate will be defined as intermediate aggregate. When used, supply intermediate aggregates that are free from organic impurities. 2-21 3267 12-12 Do not use more than 2% mineral hydrated lime unless otherwise shown on the plans. If a substitute binder is used, do not use more than 1 % hydrated lime unless otherwise shown on the plans or allowed by the Engineer. Test all mineral fillers except hydrated lime and fly ash in accordance with Tex-107-E to ensure specification compliance. The plans may require or disallow specific mineral fillers. When used, provide mineral filler that: • is sufficiently dry, free -flowing, and free from clumps and foreign matter; • does not exceed 3% linear shrinkage when tested in accordance with Tex-107-E; and • meets the gradation requirements in Table 3. Table 3 Gradation Requirements for Mineral Filler Sieve Size % Passing by Weight or Volume #8 100 #200 55-100 C. Baghouse Fines. Fines collected by the baghouse or other dust -collecting equipment may be reintroduced into the mixing drum. D. Asphalt Binder. Furnish the type and grade of performance -graded (PG) asphalt specified on the plans. E. Tack Coat. Furnish CSS-1H, SS-1H, or a PG binder with a minimum high -temperature grade of PG 58 for tack coat binder in accordance with Item 300, "Asphalts, Oils, and Emulsions." Specialized or preferred tack coat materials may be allowed by the Engineer or required when shown on the plans. Do not dilute emulsified asphalts at the terminal, in the field, or at any other location before use. The Engineer will obtain at least one sample of the tack coat binder per project in accordance with Tex-500-C, Part III, and test it to verify compliance with Item 300. The Engineer will obtain the sample from the asphalt distributor immediately before use. F. Additives. Use the type and rate of additive specified when shown on the plans. Other additives that facilitate mixing, compaction, or improve the quality of the mixture may be allowed when approved. Provide the Engineer with documentation such as the bill of lading showing the quantity of additives used in the project unless otherwise directed. 1. Lime and Liquid Antistripping Agent. When lime or a liquid antistripping agent is used, add in accordance with Item 301, "Asphalt Antistripping Agents." Do not add lime directly into the mixing drum of any plant where lime is removed through the exhaust stream unless the plant has a baghouse or dust collection system that reintroduces the lime into the drum. 2. Warm Mix Asphalt (WMA). Warm Mix Asphalt (WMA) is defined as HMA that is produced within a target temperature discharge range of 215°F and 275°F using Department -approved WMA additives or processes. The Department's Material Producer List of WMA additives and processes is located at http://www.txdot.gov/business/resources/producer-list.html. 4-21 3267 12-12 The coarse RAP stockpile will contain only material retained by processing over a 3/8 in. screen or 1/2 in. screen unless otherwise approved. The fine RAP stockpile will contain only material passing the 3/8 in. screen or 1/2 in. screen unless otherwise approved. The Engineer may allow the Contractor to use an alternate to the 3/8 in. screen or 1/2 in. screen to fractionate the RAP. The maximum percentages of fractionated RAP may be comprised of coarse or fine fractionated RAP or the combination of both coarse and fine fractionated RAP. Do not use Department- or Contractor -owned RAP contaminated with dirt or other objectionable materials. Do not use Department- or Contractor -owned RAP if the decantation value exceeds 5% and the plasticity index is greater than 8. Test the stockpiled RAP for decantation in accordance with Tex-406-A, Part I. Determine the plasticity index in accordance with Tex-106-E if the decantation value exceeds 5%. The decantation and plasticity index requirements do not apply to RAP samples with asphalt removed by extraction or ignition. Do not intermingle Contractor -owned RAP stockpiles with Department -owned RAP stockpiles. Remove unused Contractor -owned RAP material from the project site upon completion of the project. Return unused Department -owned RAP to the designated stockpile location. Table 4 Maximum Allowable Amounts of RAP' Maximum Allowable Fractionated RAP2 (%) Maximum Allowable Unfractionated RAPS (%) Surface Intermediate Base Surface Intermediate Base 20.0 30.0 40.0 10.0 10.0 10.0 1. Must also meet the recycled binder to total binder ratio shown in Table 5. 2. Up to 5% RAS may be used separately or as a replacement for fractionated RAP. 3. Unfractionated RAP may not be combined with fractionated RAP or RAS. 2. RAS. Use of post -manufactured RAS or post -consumer RAS (tear -offs) is permitted unless otherwise shown on the plans. Up to 5% RAS may be used separately or as a replacement for fractionated RAP in accordance with Table 4 and Table 5. RAS is defined as processed asphalt shingle material from manufacturing of asphalt roofing shingles or from re -roofing residential structures. Post -manufactured RAS is processed manufacturer's shingle scrap by-product. Post -consumer RAS is processed shingle scrap removed from residential structures. Comply with all regulatory requirements stipulated for RAS by the Texas Commission on Environmental Quality (TCEQ). RAS may be used separately or in conjunction with RAP. Process the RAS by ambient grinding or granulating such that 100% of the particles pass the 3/8 in. sieve when tested in accordance with Tex-200-F, Part I. Perform a sieve analysis on processed RAS material prior to extraction (or ignition) of the asphalt. Add sand meeting the requirements of Table 1 and Table 2 or fine RAP to RAS stockpiles if needed to keep the processed material workable. For any stockpile that contains RAS, the entire stockpile will be considered a RAS stockpile and be limited to no more than 5.0% of the HMA mixture in accordance with Table 4. 6-21 3267 12-12 Originally Specified PG Binder Table 5 Allowable Substitute PG Binders and Maximum Recycled Binder Ratios Allowable Substitute PG Binder Maximum Ratio of Recycled Binder' to Total Binder (%) Surface Intermediate Base HMA 76-222 70-22 or 64-22 20.0 20.0 20.0 70-28 or 64-28 30.0 35.0 40.0 70-222 64-22 20.0 20.0 20.0 64-28 or 58-28 30.0 35.0 40.0 64-222 58-28 30.0 35.0 40.0 76-282 70-28 or 64-28 20.0 20.0 20.0 64-34 30.0 35.0 40.0 70-282 64-28 or 58-28 20.0 20.0 20.0 64-34 or 58-34 30.0 35.0 40.0 64-282 58-28 20.0 20.0 20.0 58-34 30.0 35.0 40.0 WMA3 76-222 70-22 or 64-22 30.0 35.0 40.0 70-222 64-22 or 58-28 30.0 35.0 40.0 64-224 58-28 30.0 35.0 40.0 76-282 70-28 or 64-28 30.0 35.0 40.0 70-282 64-28 or 58-28 30.0 35.0 40.0 64-284 58-28 30.0 35.0 40.0 1. Combined recycled binder from RAP and RAS. 2. Use no more than 20.0% recycled binder when using this originally specified PG binder. 3. WMA as defined in Section 3267.2.F.2, "Warm Mix Asphalt (WMA)." 4. When used with WMA, this originally specified PG binder is allowed for use at the maximum recycled binder ratios shown in this table. 8-21 3267 12-12 Table 6 Test Methods, Test Responsibility, and Minimum Certification Levels Test Description Sampling Test Method Contractor I. Aggregate and Recycled Material Testing Tex-400-A Engineer Level IA Dry sieve Washed sieve Tex-200-F, Part I Tex-200-F, Part II IA IA Deleterious material Tex-217-F, Parts I & I1I IA Decantation Tex-217-F, Part II IA Los Angeles abrasion Tex-410-A Magnesium sulfate soundness Tex-411-A Micro-Deval abrasion Tex-461-A Coarse aggregate angularity Flat and elongated particles Linear shrinkage Sand equivalent Tex-460-A Tex-280-F Tex-107-E Tex-203-F 2 2 2 2 Organic impurities Tex-408-A 2 Asphalt binder sampling Tack coat sampling 2. Ashalt Binder & Tack Coat Sampling Pl Tex-500-C, Part II Tex-500-C, Part III lA/IB 1A/1B Design and JMF changes 3. Mry Design & Verification Tex-204-F 2 Mixing Molding (TGC) Molding (SGC) Laboratory -molded density VMA' (calculation only) Rice gravity Ignition oven correction factors2 Tex-205-F Tex-206-F Tex-241-F Tex-207-F' Tex-204-F Tex-227-F Tex-236-F 2 IA IA lA 2 IA 2 Indirect tensile strength Hamburg wheel test Boil test Tex-226-F Tex-242-F Tex-530-C 2 2 lA Mixture sampling Molding (TGC) 4. Production Testing Tex-222-F Tex-206-F IA IA Molding (SGC) Laboratory -molded density VMA' (calculation only) Rice gravity Gradation & asphalt content2 Moisture content Tex-241-F Tex-207-F Tex-204-F Tex-227-F Tex-236-F Tex-2I2-F IA IA 1A IA IA IA Hamburg Wheel test Boil test Tex-242-F Tex-530-C 2 IA Trimming roadway cores 5. Placement Testing Tex-207-F In -place air voids Tex-207-F Establish rolling pattern Tex-207-F Ride quality measurement Tex-1001-S IA/lB 1A/1B IB Note 3 1. Voids in mineral aggregates. 2. Refer to Section 3267.4.1.3 for exceptions to using an ignition oven. 3. Profiler and operator are required to be certified at the Texas Transportation Institute facility when Surface Test Type B is specified. B. Reporting, Testing, and Responsibilities. Use Department -provided Excel templates to record and calculate all test data pertaining to the mixture design. The Engineer will use Department Excel templates for any production and placement testing. Obtain the latest version of the Excel templates at http://www.txdot.gov/inside-txdot/forms- publications/consultants-contractors/forms/site-manager.html or from the Engineer. 10-21 3267 12-12 The Department maintains the Material Producer List of approved laboratories located at http://www.txdot.gov/business/resources/producer-list.html. The Engineer will be allowed 10 working days to provide the Contractor with Hamburg Wheel test results on the laboratory mixture design. The Engineer will provide the mixture design when shown on the plans. The Contractor may submit a new mixture design at any time during the project. The Engineer will verify and approve all mixture designs (JMF1) before the Contractor can begin production. Provide the Engineer with a mixture design report using the Department -provided Excel template. Include the following items in the report: • the combined aggregate gradation, source, specific gravity, and percent of each material used; • asphalt content and aggregate gradation of RAP and RAS stockpiles; • the target laboratory -molded density (or Ndesign level when using the SGC); • results of all applicable tests; • the mixing and molding temperatures; • the signature of the Level person or persons that performed the design; • the date the mixture design was performed; and • a unique identification number for the mixture design. Table 8 Master Gradation Limits (% Passing by Weight or Volume) and VMA Requirements Sieve Size A Coarse Base B Fine Base C Coarse Surface D Fine Surface F Fine Mixture 2" 100.0' — 1-1/2" 98.0-100.0 100.0' — — — 1" 78.0-94.0 98.0-100.0 100.0' — — 3/4" 64.0-85.0 84.0-98.0 95.0-100.0 100.01 — 1/2" 50.0-70.0 — — 98.0-100.0 100.0' 3/8" — 60.0-80.0 70.0-85.0 85.0-100.0 98.0-100.0 #4 30.0-50.0 40.0-60.0 43.0-63.0 50.0-70.0 70.0-90.0 #8 22.0-36.0 29.0-43.0 32.0-44.0 35.0-46.0 38.0-48.0 #30 8.0-23.0 13.0-28.0 14.0-28.0 15.0-29.0 12.0-27.0 #50 3.0-19.0 6.0-20.0 7.0-21.0 7.0-20.0 6.0-19.0 #200 2.0-7.0 2.0-7.0 2.0-7.0 2.0-7.0 2.0-7.0 Design VMA, % Minimum 12.0 13.0 14.0 15.0 16.0 Production (Plant -Produced) VMA, % Minimum 11.0 12.0 13.0 14.0 15.0 1. Defined as maximum sieve size. No tolerance allowed. 12-21 3267 12-12 The Engineer will use a TGC calibrated in accordance with Tex-914-F in molding production samples. If the SGC is used to design the mix, provide an SGC at the Engineer's field laboratory for use in molding production samples. The Engineer may perform Tex-530-C and retain the tested sample for comparison purposes during production. The Engineer may waive the requirement for the boil test. 3. JMF Field Adjustments. If JMF adjustments are necessary to achieve the specified requirements, the adjusted JMF must: • be provided to the Engineer in writing before the start on a new lot; • be numbered in sequence to the previous JMF; • meet the mixture requirements in Table 4 and Table 5; • meet the master gradation limits shown in Table 8; and • be within the operational tolerances of the current JMF listed in Table 11. The Engineer may adjust the asphalt content to maintain desirable laboratory density near the optimum value while achieving other mix requirements. Table 11 Oaerational Tolerances Description Test Method Allowable Difference Between Trial Batch and JMFI Target Allowable Difference from Current JMF Target Individual % retained for #8 sieve and larger Tex 200 F or Tex-236-F Must be Within Master Grading Limits in Table 8 +5.01'2 Individual % retained for sieves smaller than #8 and larger than #200 i 2 �3.0 ' % passing the #200 sieve +2.01'2 Asphalt content, % Tex-236-F +0.5 f0.32 Laboratory -molded density, % Tex-207-F f1.0 t1.0 VMA, %, min Tex-204-F Note 3 Note 3 1. When within these tolerances, mixture production gradations may fall outside the master grading limits; however, the % passing the #200 will be considered out of tolerance when outside the master grading limits. 2. Only applies to mixture produced for Lot 1 and higher. 3. Mixture is required to meet Table 8 requirements. D. Production Operations. Perform a new trial batch when the plant or plant location is changed. Take corrective action and receive approval to proceed after any production suspension for noncompliance to the specification. Submit a new mix design and perform a new trial batch when the asphalt content of: • either RAP stockpile used in the mix is more than 0.5% higher than the value shown on the mixture design report; or • RAS stockpile used in the mix is more than 2.0% higher than the value shown on the mixture design report. 1. Storage and Heating of Materials. Do not heat the asphalt binder above the temperatures specified in Item 300, "Asphalts, Oils, and Emulsions," or outside the manufacturer's recommended values. On a daily basis, provide the Engineer with the records of asphalt binder and hot -mix asphalt discharge temperatures (in legible and discernible increments) in accordance with Item 320, "Equipment for Asphalt 14-21 3267 12-12 Place the mixture at the rate or thickness shown on the plans. The Engineer will use the guidelines in Table 12 to determine the compacted lift thickness of each layer when multiple lifts are required. The thickness determined is based on the rate of 110 lb./sq. yd. for each inch of pavement unless otherwise shown on the plans. Table 12 Compacted Lift Thickness and Reuuired Core Height Mixture Type Compacted Lift Thickness Guidelines Minimum Untrimmed Core Height (in.) Eligible for Testing Minimum (in.) Maximum (in.) A 3.00 6.00 2.00 B 2.50 5.00 1.75 C 2.00 4.00 1.50 D 1.50 3.00 1.25 F 1.25 2.50 1.25 1. Weather Conditions. Place mixture when the roadway surface temperature is 60°F or higher unless otherwise approved. Measure the roadway surface temperature with a handheld infrared thermometer. The Engineer may allow mixture placement to begin prior to the roadway surface reaching the required temperature requirements, if conditions are such that the roadway surface will reach the required temperature within 2 hours of beginning placement operations. Place mixtures only when weather conditions and moisture conditions of the roadway surface are suitable in the opinion of the Engineer. The Engineer may restrict the Contractor from paving if the ambient temperature is likely to drop below 32°F within 12 hours of paving. 2. Tack Coat. Clean the surface before placing the tack coat. Unless otherwise approved, apply tack coat uniformly at the rate directed by the Engineer. The Engineer will set the rate between 0.04 and 0.10 gal. of residual asphalt per square yard of surface area. Apply the tack coat in a uniform manner to avoid streaks and other irregular patterns. Apply a thin, uniform tack coat to all contact surfaces of curbs, structures, and all joints. Allow adequate time for emulsion to break completely prior to placing any material. Prevent splattering of tack coat when placed adjacent to curb, gutter, and structures. Roll the tack coat with a pneumatic - tire roller to remove streaks and other irregular patterns when directed. 3. Lay -Down Operations. a. Windrow Operations. When hot mix is placed in windrows, operate windrow pickup equipment so that substantially all the mixture deposited on the roadbed is picked up and loaded into the paver. b. Hauling Equipment. The Contractor may elect to use belly dumps, live bottom, or end dump trucks to haul and transfer mixture; however, with exception of paving miscellaneous areas, end dump trucks are only allowed when used in conjunction with an MTD with remixing capability unless otherwise allowed by the Engineer. c. Screed Heaters. If the paver stops for more than 5 minutes, turn off screed heaters to prevent overheating of the mat. 16-21 3267 12-12 3. Production Testing. The Engineer will test at the frequency listed in the Department's Guide Schedule of Sampling and Testing and this specification. The Engineer may suspend production if production tests do not meet specifications or are not within operational tolerances listed in Table 11. If the Engineer's laboratory - molded density on any sample is less than 95.0% or greater than 98.0%, take immediate corrective action to bring the mixture within these tolerances. The Engineer may suspend operations if the Contractor's corrective actions do not produce acceptable results. The Engineer will allow production to resume when the proposed corrective action is likely to yield acceptable results. If the aggregate mineralogy is such that Tex-236-F does not yield reliable results, the Engineer may use alternate methods for determining the asphalt content and aggregate gradation. Use the applicable test procedure if an alternate test method is selected. Table 13 Production and Placement Testin Description Test Method Individual % retained for #8 sieve and larger Tex 200 F or Tex-236-F Individual % retained for sieves smaller than #8 and larger than #200 % passing the #200 sieve Laboratory -molded density Tex-207-F Laboratory -molded bulk specific gravity In -Place air voids VMA Tex-204-F Moisture content Tex-212-F, Part II Theoretical maximum specific (Rice) gravity Tex-227-F Asphalt content Tex-236-F Hamburg Wheel test Tex-242-F Recycled Asphalt Shingles (RAS)' Tex-217-F, Part III Asphalt binder sampling and testing Tex-500-C Tack coat sampling and testing Tex-500-C, Part III Boil test Tex-530-C 1. Testing performed by the Construction Division or designated laboratory. a. Voids in Mineral Aggregates (VMA). The Engineer may determine the VMA for any production lot. Take immediate corrective action if the VMA value for any lot is less than the minimum VMA requirement for production listed in Table 8. Suspend production and shipment of the mixture if the Engineer's VMA result is more than 0.5% below the minimum VMA requirement for production listed in Table 8. In addition to suspending production, the Engineer may require removal and replacement or may allow the lot to be left in place without payment. b. Hamburg Wheel Test. The Engineer may perform a Hamburg Wheel test at any time during production, including when the boil test indicates a change in quality from the materials submitted for JMF1. In addition to testing production samples, the Engineer may obtain cores and perform Hamburg Wheel tests on any areas of the roadway where rutting is observed. When the production or core samples fail the Hamburg Wheel test criteria in Table 10, 18-21 3267 12-12 Visually inspect each core and verify that the current paving layer is bonded to the underlying layer. If an adequate bond does not exist between the current and underlying layer, take corrective action to ensure that an adequate bond will be achieved during subsequent placement operations. Immediately after obtaining the cores from the roadway, trim the cores in accordance with Tex-207-F if the core heights meet the minimum untrimmed values listed in Table 12. Trim the cores on site in the presence of the Engineer. Use a permanent marker or paint pen to record the date and lot number on each core as well as the designation as Core A or B. The Engineer may require additional information to be marked on the core and may choose to sign or initial the core. The Engineer will take custody of the cores immediately after they are trimmed and will retain custody of the cores until the Department's testing is completed. Prior to turning the trimmed cores over to the Engineer, the Contractor may elect to wrap the trimmed cores or secure them in a manner that will reduce the risk of possible damage occurring during transport by the Engineer. After testing, the Engineer will return the cores to the Contractor. The Engineer may elect to have the cores transported back to the Department's laboratory at the HMA plant via the Contractor's haul truck or other designated vehicle. In such cases where the cores will be out of the Engineer's possession during transport, the Engineer will use the Construction Division's protocol to provide a secure means and process that protects the integrity of the cores during transport. In lieu of the Contractor trimming the cores on site immediately after coring, the Engineer and the Contractor may mutually agree to have the trimming operations performed at an alternate location such as a field laboratory or other similar location. In such cases, the Engineer will take possession of the cores immediately after they are obtained from the roadway and will retain custody of the cores until testing is completed. Either the Department or Contractor representative may perform trimming of the cores. The Engineer will witness all trimming operations in cases where the Contractor representative performs the trimming operation. Immediately after obtaining the cores, dry the core holes and tack the sides and bottom. Fill the hole with the same type of mixture and properly compact the mixture. Repair core holes with other methods when approved. 4. Placement Testing. The Engineer may measure in -place air voids at any time during the project to verify specification compliance. a. In -Place Air Voids. The Engineer will measure in -place air voids in accordance with Tex-207-F and Tex-227-F. Cores not meeting the height requirements in Table 12 will not be tested. Before drying to a constant weight, cores may be pre -dried using a Corelok or similar vacuum device to remove excess moisture. The Engineer will use the corresponding theoretical maximum specific gravity to determine the air void content of each core. The Engineer will use the average air void content of the two cores to determine the in -place air voids at the selected location. 20-21 3267 12-12 2004 Specifications CSJ 0135-05-025, 0320-01-059 & 0902-48-775 SPECIAL SPECIFICATION 4025 Deck Drains 1. Description. Furnish and place a deck drain system for an underpass structure. 2. Materials. Deck drains consist of one-half round perforated corrugated galvanized metal pipe (8-in. nominal diameter) placed in a perforated galvanized metal bottom pan 9 1/8 in. wide and 1 in. deep. Fabricate the one-half round pipe and the pan of 12-gauge metal with a 14-gauge minimum end plate tack welded to the ends. Fit the downstream end of the pan with a stub to fit the outlet pipe that carries the water from the structure. Perforate the one-half round in a row of approximately 3/8-in. by 9/16-in. slots along the bottom on each side and a row of approximately 3/8-in. by 3/4-in. slots about 1 to 2 in. above the bottom on each side, all at approximately 2 2/3-in. spacing. Perforate the bottom pan with approximately 3/8-in. by 3/4-in. slots along each side at the bottom of the turned up edges at about 2 2/3-in. spacing. The base metal and zinc coating must conform to the requirements of AASHTO Designation M 218, and the fabrication of the one-half round pipe must conform to AASHTO Designation M 36. 3. Construction Methods. Construct deck drains on the bridge slab. During the entire construction period, keep all ends capped or plugged. 4. Measurement. Work and accepted materials of "Deck Drains" will be measured by the foot of pipe measured along the axis of the pipe. 5. Payment. Work performed and materials furnished and measured as provided under "Measurement" will be paid for at the unit price bid for "Deck Drain" of the type and size specified, and the price will be full compensation for furnishing and placing all materials; for all plugs, outlet stubs, and screens; and for all labor, tools, equipment and incidentals necessary to complete the work. 1-1 4025 03-13 Repair or replace damaged biodegradable erosion control logs as required and as directed. Temporarily remove and replace biodegradable erosion control logs as required to facilitate work. Remove sediment and debris when accumulation affects the performance of the devices, after a rain, and when directed. Dispose of sediment and debris at an approved site in a manner that will not contribute to additional siltation. C. Removal. Remove biodegradable erosion control logs when directed. 4. Measurement. This Item will be measured by the linear foot along the centerline of the top of the control logs. 5. Payment. 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 for "Biodegradable Erosion Control Logs," of the size specified. This price is full compensation for furnishing, placing, maintaining, temporarily removing and replacing as required to facilitate construction operations, and removing of the biodegradable erosion control logs and for all other materials, labor, tools, equipment, and incidentals. Removing accumulated sediment deposits, as described under "Maintenance," will be measured and paid for under Item 506, "Temporary Erosion, Sedimentation, and Environmental Controls." Stabilization (as described under "Maintenance") will be measured and paid for under the various pertinent bid items. 2-2 5049 1-05 2004 Specifications SPECIAL SPECIFICATION 6266 Video Imaging Vehicle Detection System 1. Description. Install a Video Imaging Vehicle Detection System (VIVDS) that monitors vehicles on a roadway via processing of video images and provides detector outputs to a traffic controller or similar device. A VIVDS configuration for a single intersection will consist of 4 variable focal length cameras, VIVDS card rack processor system, and all associated equipment required to setup and operate in a field environment including a video monitor and/or laptop (if required), connectors and camera mounting hardware. The system is composed of these principal items: the camera(s), the field communications link between the camera and the VIVDS processor unit, and the VIVDS processor unit along with a PC, video monitor or associated equipment required to setup the VIVDS and central control software to communicate to the VIVDS processor. The VIVDS Card Rack Processor must be either NEMA TS 2 TYPE 1 or TYPE 2. TYPE 2 must have RS 485 SDLC. 2. Definitions. A. VIVDS Processor Unit. The electronic unit that converts the video image provided by the cameras, generates vehicle detections for defined zones and collects vehicular data as specified. B. VIVDS Processor System. One or more VIVDS processor modular units required to handle the number of camera inputs. C. Central Control. A remotely located control center, which communicates with the VIVDS. The VIVDS operator at the central control has the ability to monitor the operation and modify detector placement and configuration parameters. The equipment that constitutes central control is comprised of a workstation microcomputer along with the associated peripherals as described in this special specification. D. Field Setup Computer. A portable microcomputer used to set up and monitor the operation of the VIVDS processor unit. If required to interface with the VIVDS processor unit, the field setup computer with the associated peripherals described in this special specification and a video monitor, also described in this special specification, must be supplied as part of the VIVDS. E. Field Communications Link. The communications connection between the camera and the VIVDS processor unit. The primary communications link media may be coaxial cable or fiber optic cable. 1-10 6266 09-05 The system must be able to detect the presence of vehicles in a minimum of 12 detection zones within the combined field of view of all cameras (a minimum of 12 detection zones per camera input to the VIVDS processor unit). Detection zones must be provided that are sensitive to the direction of vehicle travel. The direction to be detected by each detection zone must be user programmable. The VIVDS processor unit must compensate for minor camera movement (up to 2% of the field of view at 400 ft.) without falsely detecting vehicles. The camera movement must be measured on the unprocessed video input to the VIVDS processor unit. The camera must operate while directly connected to VIVDS Processor Unit. Once the detector configuration has been downloaded or saved into the VIVDS processor unit, the video detection system must operate with the monitoring equipment (monitor and/or laptop) disconnected or on-line. When the monitoring equipment is directly connected to the VIVDS processor unit, it must be possible to view vehicle detections in real time as they occur on the field setup computer's color VGA display or the video monitor. 4. Vehicle Detection. A. Detection Zone Placement. The video detection system must provide flexible detection zone placement anywhere within the combined field of view of the image sensors. Preferred presence detector configurations must be lines or boxes placed across lanes of traffic or lines placed in line with lanes of traffic. A single detector must be able to replace one or more conventional detector loops. Detection zones must be able to be fully overlapped. In addition, detection zones must have the capability of implementing "AND" and "OR" logical functions including presence, extension and delay timing. These logical functions may be excluded if provisions are made to bring each detector separately into the controller and the controller can provide these functions. B. Detection Zone Programming. Placement of detection zones must be by means of a graphical interface using the video image of the roadway. The monitor must show images of the detection zones superimposed on the video image of traffic while the VIVDS processor is running. The detection zones must be created by using the mouse or keypad to draw detection zones on the monitor. The detection zones must be capable of being sized, shaped and overlapped to provide optimal road coverage and detection. It must be possible to upload detector configurations to the VIVDS processor unit and to retrieve the detector configuration that is currently running in the VIVDS processor unit. The mouse or keypad must be used to edit previously defined detector configurations so as to fine tune the detection zone placement size and shape. Once a detection configuration has been created, the system must provide a graphic display of the new configuration on its monitor. While this fine-tuning is being done, the detection must continue to operate from the detector configuration that is currently called. 3-10 6266 09-05 The VIVDS must operate within a range of 89 to 135 VAC, 60 Hz single phase. Power to the VIVDS must be from the transient protected side of the AC power distribution system in the traffic control cabinet in which the VIVDS is installed. Serial communications to the field setup computer must be through an RS 232, USB or Ethernet port. This port must be able to download the real time detection information needed to show detector actuations. A connector on the front of the VIVDS processor unit must be used for serial communications. The unit must be equipped with RS 170 (monochrome) or RS 170A (color) composite video inputs video inputs, so that signals from image sensors or other synchronous or asynchronous video sources can be processed in real time. BNC connectors on the front of the VIVDS processor unit or video patch panel must be used for all video inputs. The unit must be equipped with a single RS 170 composite video output. This output must be capable of corresponding to any one of the video inputs, as selected remotely via the field setup computer or front panel switch. Multiple video outputs requiring external cable connections to create a combined single video output must not be acceptable. A BNC or RCA connector must be used for video output on the front of the processor unit. Any other video formats used must prior approval by TxDOT TRF Signal Operation Engineer. Software upgrades and/or changes MUST be presented to and approved by TXDOT TRF-TM division, before being used. Failure to do so will be grounds for termination of contract and probation for responsible party(s). The unit software and the supervisor software must include diagnostic software to allow testing the VIVDS functions. This must include the capability to set and clear individual detector outputs and display the status of inputs to enable setup and troubleshooting in the field. 6. Camera Assembly. A. Camera. The video detection system must use medium resolution, monochrome image sensors as the video source for real time vehicle detection. The cameras must be approved for use with the VIVDS processor unit by the supplier of the VIVDS. As a minimum, each camera must provide the following capabilities: 1. Images must be produced with a Charge Coupled Device (CCD) sensing element with horizontal resolution of at least 480 lines for black and white or 470 lines for color and vertical resolution of at least 350 lines for black and white or color. Images must be output as a video signal conforming to RS 170. 2. Useable video and resolvable features in the video image must be produced when those features have luminance levels as low as 0.1 lux for black and white, and as low as 1.0 lux for color, for night use. 3. Useable video and resolvable features in the video image must be produced when those features have luminance levels as high as 10,000 lux during the day. 5-10 6266 09-05 Edco ACP-340 for the cameras and VIVDS processor unit power, a 10 amp breaker, a convenience outlet protected the ACP-340 and a terminal strip with a minimum of sixteen 8- 32 binder head screws. The terminal strip must be protected by a piece of 1/8 in. Plexiglas. When the connection between the image sensor and the VIVDS processor unit is coaxial cable, the coaxial cable used must be a low loss, 75 ohm, precision video cable suited for outdoor installation, such as Belden 8281 or TxDOT approved equal. Camera mounting hardware must allow for vertical or horizontal mounting to the camera enclosure. Pelco AS-0166-4-62 or equivalent is acceptable. 7. Field Communication Link. The field communications link must be a one way communications connection from the camera to the equipment cabinet. The primary communications link media may be coaxial cable or fiber optic cable accompanied by a 3 conductor minimum 18 AWG, 24 VDC or 115 VAC camera power cable, or appropriate cable as approved. The following requirements must govern for the various types of field communications link media described on the plans: A. Coaxial Cable. In locations where the plans indicate coaxial cable is required as the primary communications link, this cable must be of the RG 59 type with a nominal impedance of 75 ohms. All cable must have a polyethylene dielectric with copper braid shield having a minimum of 98 percent shield coverage and not greater than 0.78 dB attenuation per 100 ft. at 10 MHz with a minimum 18 AWG external 3 conductor power cable or approved equivalent as directed by the Engineer. B. Fiber Optic Cable. If specified by the plans, furnish fiber optic cable in accordance with the special specification for fiber optic cable. C. Twisted Wire Pairs. Must be Belden 9556 or equivalent 18 AWG TWP control cable. All connection cables must be continuous from the equipment cabinet to the camera. No splices of any type will be permitted. Install lightning and transient surge suppression devices on the processor side of the field communications link to protect the peripheral devices. The suppression devices must be all solid state. Lightning protection is not required for fiber optic communication lines. The devices must present high impedance to, and must not interfere with, the communications lines during normal operation. The suppression devices must not allow the peak voltage on any line to exceed 300% of the normal operating peak voltage at any time. The response time of the devices must not exceed 5 nanoseconds. 8. VIVDS Set -Up System. The minimum VIVDS set-up system, as needed for detector setup and viewing of vehicle detections, must consist of a field setup computer and Windows based interface software (if required) or a video monitor with interface software built-in to the VIVDS processor unit. Live video (30 frames per second) must be available on the field setup computer to determine proper operation of detectors. The field set-up computer as a minimum, must have an NTSC video input port or equivalent. 7-10 6266 09-05 12. Warranty, Maintenance and Support. The video detection system must be warranted to be free of defects in material and workmanship for a period of 5 years from date of shipment from the supplier's facility. During the warranty period, the supplier must repair with new or refurbished materials, or replace at no charge, any product containing a warranty defect provided the product is returned FOB to the supplier's factory or authorized repair site. Return product repair or replaced under warranty by the supplier with transportation prepaid. This warranty does not apply to products damaged by accident, improperly operated, abused, serviced by unauthorized personnel or unauthorized modification. During the warranty period, technical support must be available from the supplier via telephone within 4 hours of the time a call is made by a user, and this support must be available from factory certified personnel or factory certified installers. Ongoing software support by the supplier must include updates of the VIVDS processor unit and supervisor software (if a field setup computer is required for set up). Provide these updates free of charge during the warranty period. The update of the VIVDS software to be NTCIP compliant must be included. The supplier must maintain a program for technical support and software updates following expiration of the warranty period. Make this program available to TxDOT in the form of a separate agreement for continuing support. The supplier must maintain an ongoing program of technical support for the wireless camera system. This technical support must be available via telephone or personnel sent to the installation site. The supplier must maintain an adequate inventory of parts to support maintenance and repair of the camera system. 13. Measurement. The VIVDS will be measured as each major system component furnished, installed, made fully operational, and tested in accordance with this special specification or as directed by the Engineer. The VIVDS communication cable will be measured by the linear foot of the appropriate media type furnished, installed, made fully operational, and tested in accordance with this specification, other referenced Special Specifications or as directed by the Engineer. When the VIVDS is used on a temporary basis, the VIVDS must be measured as each system furnished, installed, made fully operational, including reconfiguration and removal if required by the plans, and tested in accordance with this special specification or as directed by the Engineer. This is a plans quantity measurement Item. The quantity to be paid is the quantity shown in the proposal unless modified by Article 9.2, "Plans Quantity Measurement." Additional measurements or calculations will be made if adjustments of quantities are required. When recorded video is required by the plans it will be paid for by each camera recorded. 14. Payment. 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 for "VIVDS Processor System", "VIVDS Camera Assembly", "VIVDS Central Control", 9-10 6266 09-05 2004 Specifications SPECIAL SPECIFICATION 6834 Portable Changeable Message Sign 1. Description. Furnish, operate, and maintain portable trailer mounted changeable message sign (PCMS) units. 2. Materials. Furnish new or used material in accordance with the requirements of this Item and the details shown on the plans. Provide a self-contained PCMS unit with the following: • Sign controller • Changeable Message Sign • Trailer • Power source Paint the exterior surfaces of the power supply housing, supports, trailer, and sign with Federal Orange No. 22246 or Federal Yellow No. 13538 of Federal Standard 595b, except paint the sign face assembly flat black. A. Minimum Luminance Requirements. All PCMS units shall meet the following luminance requirements measured at the character level in candela as is published in Report 4940-2, "Photometric Requirements for Portable Changeable Message Signs," conducted by the Texas Transportation Institute. Luminance will be tested in accordance with Tex-880. • Minimum Daytime Character Luminance of 4000cd/m2 with a contrast ratio of 5. • Minimum Nighttime Character Luminance of 30/cd/m2. B. Sign Controller. Provide a controller with permanent storage of a minimum of 75 pre- programmed messages. Provide an external input device for random programming and storage of a minimum of 75 additional messages. Provide a controller capable of displaying up to 3 messages sequentially. Provide a controller with adjustable display rates. Enclose sign controller equipment in a lockable enclosure. C. Changeable Message Sign. Provide a sign capable of being elevated to at least 7 ft. above the roadway surface from the bottom of the sign. Provide a sign capable of being rotated 360° and secured against movement in any position. Provide a sign with 3 separate lines of text and 8 characters per line minimum. Provide a minimum 78 in. high x 126 in. wide sign housing. Provide a minimum 18 in. character height. Provide a 5 x 7 character pixel matrix. Provide a message visibility distance of 750 ft. Provide for manual and automatic dimming light sources. The following are descriptions for 3 screen types of PCMS: 1-2 6834 06-07 2004 Specifications Dallas District SPECIAL SPECIFICATION 8206 LED Countdown Pedestrian Signal Module 1. Description. This Item will govern for the furnishing and installing LED "walking person" and "hand" icon pedestrian signal modules with countdown (hereafter called module or modules). 2. Materials. Ensure electrical materials and construction methods conform to the current National Electric Code (NEC) and additional local utility requirements. Furnish new materials. Ensure all materials and construction methods conform to the requirements of this Item and the following pertinent requirements: • Item 682, "Vehicle and Pedestrian Signal Heads" • DMS-11130, "Pedestrian Signal Heads" • DMS-11170, Fully Actuated, Solid -State Traffic Signal Controller Assembly • Texas Manual on Uniform Traffic Control Devices (TMUTCD), lasted edition • "Pedestrian Traffic Control Signal Indications" published in the Equipment and Materials Standards of the Institute of Transportation Engineers, (referred to in this document as "PTCSI") • "Pedestrian Traffic Control Signal Indications - Part 2: Light Emitting Diode (LED) Pedestrian Traffic Signal Modules" a Performance Specification of the Institute of Transportation Engineers • National Electric Code (NEC) • American Society for Testing and Materials (ASTM) Ensure materials used for the lens and LED module construction conform to ASTM specifications where applicable. Ensure enclosures containing the power supply and electronic components of the LED module are made of UL94VO flame retardant materials. The lens of the LED module is excluded from this requirement. 1-9 8206 01-09 4. Provide modules that are single, self-contained devices, not requiring on -site assembly for installation into existing traffic signal housing. Ensure the power supply is designed to fit and mount inside the pedestrian signal module. Ensure the assembly and manufacturing process for the module is designed to assure all internal LED and electronic components are adequately supported to withstand mechanical shock and vibration from high winds and other sources. C. Environmental Requirements. Ensure the module is rated for use in the ambient operating temperature range, measured at the exposed rear of the module, of —40°C to +74°C (-40°F to +165°F). Ensure the pedestrian module is designed to meet NEMA 250 Hose down Test. The test is to be conducted on a stand-alone unit. No protective housing will be used. Ensure the module lens is UV stabilized. Ensure that the LED optical unit is dust- and moisture -proof to protect all internal LED and electrical components. Provide housing for each LED optical unit that is a sealed watertight enclosure that prevents dirt contamination and allows for safe handling in all weather conditions. Perform moisture -resistance testing on LED signal sections in accordance with the requirements in the latest NEMA Standard 250 for Type 4 enclosures. Evidence of internal moisture after testing will be cause for rejection. D. Signal LENS. 1. Ensure the lens of the LED pedestrian and countdown signal modules are polycarbonate UV stabilized and a minimum of 1/4 in. thick. 2. Ensure the exterior of the lens of the LED pedestrian and countdown signal module are smooth and frosted to prevent sun phantom. E. Module Identification. Each module must be permanently identified on the backside with the manufacturer's name, model numbers, manufactured date (minimum week and year), and serial number. Ensure the following operating characteristics are identified: nominal voltage, power consumption, wattage and Volt -Ampere. F. Photometric Requirements. 1. Luminance, Uniformity & Distribution. Ensure that for a minimum period of 60 months, the maintained minimum luminance values for the modules under normal operating conditions are not less than 2200 cd/m2 for the Walking Person icon and 1400 cd/m2 for the Hand icon when measured perpendicular to the surface of the module at nine (nine) separate points on the icon. These values may decrease up to 50% of these table values beyond 15° from the perpendicular in either to the left or 3-9 8206 01-09 Incorporate a regulated power supply engineered to electrically protect the LEDs and maintain safe and reliable operation in each LED optical unit. Use a power supply that provides capacitor -filtered direct current (DC) regulated current to the LEDs per the LED manufacturer specification. Designs that operate at currents greater than the LED manufacturer's recommended drive current will not be allowed. Design the power supply so that the failure of an individual component or any combination of components cannot cause the signal to be illuminated after alternating current (AC) power is removed. Provide a signal module that is equipped such that each indication (i.e. walk symbol, hand, and countdown display) is provided with a separate power supply. 2. Voltage Range. a. Ensure the LED modules operate from a 60 ± 3 Hertz ac line power over a voltage range from 80 to 135 VAC RMS. The current draw must be sufficient to ensure compatibility and proper triggering and operation of load current switches and conflict monitors. Nominal operating voltage for all measurements must be 120 + 3 Volts rms. Fluctuations in line voltage over the range of 80Vac to 135Vac must not affect luminous intensity by more than + 10%. Ensure the LED circuitry prevents flickering at less than 100 Hz over the voltage range stated above. Provide modules that are designed and constructed so that the failure of a single LED will not result in the loss of additional LEDs. b. There should be no illumination of the module when the applied voltage is less than 35 VAC RMS. To test for this condition the each icon must first be fully illuminated at the nominal operating voltage. The applied voltage must then be reduced to the point where there is no illumination. This point must be greater than 35 VAC RMS. c. Turn -On and Turn -Off Time: Ensure each icon of the module reaches 90% of their full illumination (turn -on) within 75 msec of the application of the nominal operating voltage. The modules must not be illuminated (turn-off) after 75 msec of the removal of the nominal operating voltage. d. For abnormal conditions when nominal voltage is applied to the unit across the two-phase wires (rather than being applied to the phase wire and the neutral wire) the pedestrian signal unit must default to the hand symbol. 3. Transient Voltage Protection. Ensure the module's on -board circuitry includes voltage surge protection to withstand high -repetition noise transients and low- 5-9 8206 01-09 6. "Don't Walk" Steady. If the controller output displays Don't Walk steady condition and the unit has not arrived to zero or if both the hand and man are dark for some reason, the unit suspends any timing and the digits will go dark. A steady UPRAISED HAND (symbolizing DONT WALK) signal indication must be displayed during the yellow change interval and any red clearance interval (prior to a conflicting green being displayed). 7. Power Failures. The module must maintain a consistent countdown during short power failures (less than 1 second). A longer failure or an absence of signal greater than one (1) second must turn off countdown display and trigger a restart system remembering the last sequence, as it is done for the NEMA traffic controller. I. Quality Assurance. 1. General. a. Unless otherwise specified all of the test will be conducted at an ambient temperature of 25°C and at the nominal operating voltage of 120 VAC RMS. b. The following production quality assurance tests must be performed on each new module prior to shipment. Before any measurements are made, the unit must be energized at the rated voltage for a 30-minute burn -in period at an ambient temperature of +25°C (+77°F). Following the burn -in period, the initial luminous intensity must be measured. A single point measurement with a correlation to the intensity requirement of Section 1.04 of VTCSH for circular indications may be used. The current flow and power factor must also be determined. Units found to have parameters outside the ranges allowed by this specification will be rejected. c. Provide modules manufactured in accordance with a vendor quality assurance (QA) program. The QA program will include two types of quality assurance: (1) design quality assurance and (2) production quality assurance. QA process and test result documentation must be kept on file for a minimum period of seven years. 7-9 8206 01-09 Repair or replace LED traffic signal lamp units within 5 business days after receipt of failed LED units at no cost to the Department, except the cost of shipping the failed units to the responsible vendor. The cost of shipping the LED units back to the Department will be borne by the vendor or manufacturer. 5. Measurement. This Item will be measured by each installed LED Countdown Pedestrian Module. 6. Payment. 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 for "LED Countdown Pedestrian Module." This price is full compensation for furnishing, installing, and testing the completed installation and equipment, labor, tools, and incidentals. 9-9 8206 01-09 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS I. General II. Nondiscrimination III. Nonsegregated Facilities IV. Davis -Bacon and Related Act Provisions V. Contract Work Hours and Safety Standards Act Provisions VI. Subletting or Assigning the Contract VII. Safety: Accident Prevention VIII. False Statements Concerning Highway Projects IX. Implementation of Clean Air Act and Federal Water Pollution Control Act X. Compliance with Governmentwide Suspension and Debarment Requirements Xl. Certification Regarding Use of Contract Funds for Lobbying ATTACHMENTS A. Employment and Materials Preference for Appalachian Development Highway System or Appalachian Local Access Road Contracts (included in Appalachian contracts only) I. GENERAL 1. Form FHWA-1273 must be physically incorporated in each construction contract funded under Title 23 (excluding emergency contracts solely intended for debris removal). The contractor (or subcontractor) must insert this form in each subcontract and further require its inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services). The applicable requirements of Form FHWA-1273 are incorporated by reference for work done under any purchase order, rental agreement or agreement for other services. The prime contractor shall be responsible for compliance by any subcontractor, lower -tier subcontractor or service provider. Form FHWA-1273 must be included in all Federal -aid design - build contracts, in all subcontracts and in lower tier subcontracts (excluding subcontracts for design services, purchase orders, rental agreements and other agreements for supplies or services). The design -builder shall be responsible for compliance by any subcontractor, lower -tier subcontractor or service provider. Contracting agencies may reference Form FHWA-1273 in bid proposal or request for proposal documents, however, the Form FHWA-1273 must be physically incorporated (not referenced) in all contracts, subcontracts and lower -tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services related to a construction contract). 2. Subject to the applicability criteria noted in the following sections, these contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superintendence and to all work performed on the contract by piecework, station work, or by subcontract. FHWA-1273 -- Revised May 1, 2012 3. A breach of any of the stipulations contained in these Required Contract Provisions may be sufficient grounds for withholding of progress payments, withholding of final payment, termination of the contract, suspension / debarment or any other action determined to be appropriate by the contracting agency and FHWA. 4. Selection of Labor: During the performance of this contract, the contractor shall not use convict labor for any purpose within the limits of a construction project on a Federal -aid highway unless it is labor performed by convicts who are on parole, supervised release, or probation. The term Federal -aid highway does not include roadways functionally classified as local roads or rural minor collectors. II. NONDISCRIMINATION The provisions of this section related to 23 CFR Part 230 are applicable to all Federal -aid construction contracts and to all related construction subcontracts of $10,000 or more. The provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or architectural service contracts. In addition, the contractor and all subcontractors must comply with the following policies: Executive Order 11246, 41 CFR 60, 29 CFR 1625-1627, Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The contractor and all subcontractors must comply with: the requirements of the Equal Opportunity Clause in 41 CFR 60- 1.4(b) and, for all construction contracts exceeding $10,000, the Standard Federal Equal Employment Opportunity Construction Contract Specifications in 41 CFR 60-4.3. Note: The U.S. Department of Labor has exclusive authority to determine compliance with Executive Order 11246 and the policies of the Secretary of Labor including 41 CFR 60, and 29 CFR 1625-1627. The contracting agency and the FHWA have the authority and the responsibility to ensure compliance with Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), and Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The following provision is adopted from 23 CFR 230, Appendix A, with appropriate revisions to conform to the U.S. Department of Labor (US DOL) and FHWA requirements. 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630, 29 CFR 1625-1627, 41 CFR 60 and 49 CFR 27) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under 1 applicants for employment or current employees. Such efforts should be aimed at developing full journey level status employees in the type of trade or job classification involved. b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. The contracting agency may reserve training positions for persons who receive welfare assistance in accordance with 23 U.S.C. 140(a). c. The contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The contractor will periodically review the training and promotion potential of employees who are minorities and women and will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use good faith efforts to obtain the cooperation of such unions to increase opportunities for minorities and women. Actions by the contractor, either directly or through a contractor's association acting as agent, will include the procedures set forth below: a. The contractor will use good faith efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minorities and women for membership in the unions and increasing the skills of minorities and women so that they may qualify for higher paying employment. b. The contractor will use good faith efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the contracting agency and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractor with a reasonable flow of referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, national origin, age or disability; making full efforts to obtain qualified and/or qualifiable minorities and women. The failure of a union to provide sufficient referrals (even though it is obligated to provide exclusive referrals under the terms of a collective bargaining agreement) does not relieve the contractor from the requirements of this paragraph. In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the contracting agency. 8. Reasonable Accommodation for Applicants / Employees with Disabilities: The contractor must be familiar with the requirements for and comply with the Americans with Disabilities Act and all rules and regulations established there under. Employers must provide reasonable accommodation in all employment activities unless to do so would cause an undue hardship. 9. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of this contract. a. The contractor shall notify all potential subcontractors and suppliers and lessors of their EEO obligations under this contract. b. The contractor will use good faith efforts to ensure subcontractor compliance with their EEO obligations. 10. Assurance Required by 49 CFR 26.13(b): a. The requirements of 49 CFR Part 26 and the State DOT's U.S. DOT -approved DBE program are incorporated by reference. b. The contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT -assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the contracting agency deems appropriate. 11. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following the date of the final payment to the contractor for all contract work and shall be available at reasonable times and places for inspection by authorized representatives of the contracting agency and the FHWA. a. The records kept by the contractor shall document the following: (1) The number and work hours of minority and non - minority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportunities for minorities and women; and (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minorities and women; b. The contractors and subcontractors will submit an annual report to the contracting agency each July for the duration of the project, indicating the number of minority, women, and non -minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391. The staffing data should represent the project work force on board in all or any part of the last payroll period preceding the end of July. If on-the-job training is being required by special provision, the contractor 3 will notify the contracting officer within the 30-day period that additional time is necessary. (4) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs 1.b.(2) or 1.b.(3) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. c. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. d. If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 2. Withholding The contracting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor under this contract, or any other Federal contract with the same prime contractor, or any other federally - assisted contract subject to Davis -Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the contracting agency may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 3. Payrolls and basic records a. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis -Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis - Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. b.(1) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the contracting agency. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee ( e.g. , the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at http://www.dol.gov/esa/whd/forms/wh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the contracting agency for transmission to the State DOT, the FHWA or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the contracting agency.. (2) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (i) That the payroll for the payroll period contains the information required to be provided under §5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being maintained under §5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such information is correct and complete; (ii) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3; (iii) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. 5 d. Apprentices and Trainees (programs of the U.S. DOT). Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal -aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 5. Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. 6. Subcontracts. The contractor or subcontractor shall insert Form FHWA-1273 in any subcontracts and also require the subcontractors to include Form FHWA-1273 in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5. 7. Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 8. Compliance with Davis -Bacon and Related Act requirements. All rulings and interpretations of the Davis - Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract. 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. 10. Certification of eligibility. a. By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). c. The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. V. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT The following clauses apply to any Federal -aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchmen and guards. 1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (1.) of this section, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1.) of this section, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1.) of this section. 3. Withholding for unpaid wages and liquidated damages. The FHWA or the contacting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2.) of this section. 4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (1.) through (4.) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1.) through (4.) of this section. 7 "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal -aid Roads Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented; Shall be fined under this title or imprisoned not more than 5 years or both." IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT This provision is applicable to all Federal -aid construction contracts and to all related subcontracts. By submission of this bid/proposal or the execution of this contract, or subcontract, as appropriate, the bidder, proposer, Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1. That any person who is or will be utilized in the performance of this contract is not prohibited from receiving an award due to a violation of Section 508 of the Clean Water Act or Section 306 of the Clean Air Act. 2. That the contractor agrees to include or cause to be included the requirements of paragraph (1) of this Section X in every subcontract, and further agrees to take such action as the contracting agency may direct as a means of enforcing such requirements. X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION This provision is applicable to all Federal -aid construction contracts, design -build contracts, subcontracts, lower -tier subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is estimated to cost $25,000 or more — as defined in 2 CFR Parts 180 and 1200. 1. Instructions for Certification — First Tier Participants: a. By signing and submitting this proposal, the prospective first tier participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective first tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective first tier participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the contracting agency determined to enter into this transaction. If it is later determined that the prospective participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the contracting agency may terminate this transaction for cause of default. d. The prospective first tier participant shall provide immediate written notice to the contracting agency to whom this proposal is submitted if any time the prospective first tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or general contract). "Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier Participant" refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant" refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). f. The prospective first tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective first tier participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transactions," provided by the department or contracting agency, entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (https://www.epls.gov/), which is compiled by the General Services Administration. 9 department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion --Lower Tier Participants: 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. XI. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING This provision is applicable to all Federal -aid construction contracts and to all related subcontracts which exceed $100,000 (49 CFR 20). 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting its bid or proposal that the participant shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. 11 1 u11�4`l' `�`��`U�! �11 1F1 �f FRMIEcCT MANUAL FOR THE CONSTRUCTIION OF Dirks Road — Phase II Volume II of of I_ 1 CSJ: 0902-48-775 FEDERAL AID PROJECT NO. STP 2013 (841) City Project No. 00768 DOE NO. 6793, K-2218 Betsy Price Tom Higgins Mayor City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth . Transportation and Public Works Department September 2013 Prepared B tIC KENNEDY CONSULTING 1871 Harroun Avenue, Suite 101 McKinney, TX 75069 Phone: (972) 542-1754 Fax: (972) 529-2294 P�� TF.I�III KURT W. AUNGST // 0 90848 y?'i // t% CENS O �f PLEASE DO NOT DISASSEMBLE 9 /i 000000-1 TABLE OF CONTENTS Page 1 of 3 1 SECTION 00 00 00 2 TABLE OF CONTENTS 3 4 Volume I of I1 5 6 Division 00 - General Conditions 7 00 05 10 Mayor and Council Communication (M&C) 8 00 05 15 Addenda 9 00 11 13 Invitation to Bidders 10 00 21 13 Instructions to Bidders 11 00 35 13 Conflict of Interest Affidavit 12 00 41 00 Bid Form 13 00 42 43 Bid Proposal 14 00 43 13 Bid Bond 15 00 45 11 Bidders Prequalifications 16 00 45 26 Contractor Compliance with Workers' Compensation Law 17 00 45 39 Disadvantaged Business Enterprise Goal 18 00 52 43 Agreement 19 00 61 13 Performance Bond 20 00 61 14 Payment Bond 21 00 61 25 Certificate of Insurance 22 00 72 00 General Conditions 23 00 73 00 Supplementary Conditions 24 25 TxDOT Requirements 26 • Disadvantaged Business Enterprise (DBE) Requirements 27 • Child Support Statement 28 • Buy America Requirements 29 • Convict Produced Materials 30 • Guaranty and Warranty Clauses 31 • Disclosure of Lobbying Activities 32 • Non -Collusion Affidavit and Debarment Certification 33 • Certification of Interest In Other Bid Proposals For This Work 34 • Contractor's Assurance 35 • General Notes 36 • TxDOT Specifications List 37 • Special Provisions 38 • Special Specifications 39 • Federal Requirements for Federal -Aid Construction Contracts (PR-1273) 40 • "Standard Specifications for Construction and Maintenance of Highways, Streets, and 41 Bridges — Adopted by the Texas Department of Transportation June 1, 2004" — Included 42 by Reference 43 44 Volume II of II 45 46 Division 01 - General Requirements 47 01 11 00 Summary of Work 48 01 25 00 Substitution Procedures CITY OF FORT WORTI-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 000000-3 TABLE OF CONTENTS 1 32 13 73 Concrete Paving Joint Sealants 2 32 14 16 Brick Unit Paving 3 32 16 13 Concrete Curb and Gutters and Valley Gutters 4 32 17 23 Pavement Markings 5 32 31 26 Wire Fences and Gates 6 32 32 13 Cast -in -Place Concrete Retaining Walls 7 32 91 19 Topsoil Placement and Finishing of Parkways 8 32 92 13 Hydro -Mulching, Seeding, and Sodding 9 10 Division 33 - Utilities 11 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 12 33 05 17 Concrete Collars 13 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 14 33 11 05 Bolts, Nuts, and Gaskets 15 33 1110 Ductile Iron Pipe 16 33 11 11 Ductile Iron Fittings 17 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 18 33 12 20 Resilient Seated Gate Valve 19 33 12 25 Connection to Existing Water Mains 20 33 39 10 Cast -in -Place Concrete Manholes 21 33 39 20 Precast Concrete Manholes 22 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 23 33 46 00 Subdrainage 24 33 49 10 Cast -in -Place Manholes and Junction Boxes 25 33 49 20 Curb and Drop Inlets 26 33 49 40 Storm Drainage Headwalls and Wingwalls 27 28 Division 34 - Transportation 29 34 41 10 Traffic Signals 30 34 41 13 Removing Traffic Signals 31 34 41 20 Roadway Illumination Assemblies 32 34 41 30 Aluminum Signs 33 34 71 13 Traffic Control 34 35 Appendix 36 GC-4.01 Availability of Lands 37 GC-4.02 Subsurface and Physical Conditions 38 GC-6.06.D Disadvantaged Business Enterprise Compliance 39 GC-6.07 Wage Rates 40 Railroad Agreement 41 42 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Page 3 of 3 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 ivisi General Requirements 1 2 3 PART 1- GENERAL SECTION 01 11 00 SUMMARY OF WORK 011100-1 SUMMARY OF WORK Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights -of -way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTI-1 STANDARD CONSTRUCTION SPEC Revised December 20, 2012 CATION DOCUMENTS Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 01 11 00-3 SUMMARY OF WORK 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase I1 CSJ: 0902 48 775 City Project No. 00768 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 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 WORTI-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase I1 CSJ: 0902 48 775 City Project No. 00768 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 01 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way, utility clearances, easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre -Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 ee. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 1 2 3 4 PART 1- GENERAL 5 1.1 SUMMARY SECTION 01 31 20 PROJECT MEETINGS 013120-1 PROJECT MEETINGS Page 1 of 3 6 A. Section Includes: 7 1. Provisions for project meetings throughout the construction period to enable orderly 8 review of the progress of the Work and to provide for systematic discussion of 9 potential problems 10 B. Deviations this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination 22 1. Schedule, attend and administer as specified, periodic progress meetings, and 23 specially called meetings throughout progress of the Work. 24 2. Representatives of Contractor, subcontractors and suppliers attending meetings 25 shall be qualified and authorized to act on behalf of the entity each represents. 26 3. Meetings administered by City may be tape recorded. 27 a. If recorded, tapes will be used to prepare minutes and retained by City for 28 future reference. 29 4. Meetings, in addition to those specified in this Section, may be held when requested 30 by the City, Engineer or Contractor. 31 B. Pre -Construction Neighborhood Meeting 32 1. After the execution of the Agreement, but before construction is allowed to begin, 33 attend 1 Public Meeting with affected residents to: 34 a. Present projected schedule, including construction start date 35 b. Answer any construction related questions 36 2. Meeting Location 37 a. Location of meeting to be determined by the City. 38 3. Attendees CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase 11 CSJ: 0902 48 775 City Project No. 00768 013120-3 PROJECT MEETINGS Page 3 of 3 1 p. Review status of Requests for Information 2 6. Meeting Schedule 3 a. Progress meetings will be held periodically as determined by the Project 4 Representative. 5 1) Additional meetings may be held at the request of the: 6 a) City 7 b) Engineer 8 c) Contractor 9 7. Meeting Location 10 a. The City will establish a meeting location. 11 1) To the extent practicable, meetings will be held at the Site. 12 1.5 SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS [NOT USED] 21 PART 3 - EXECUTION [NOT USED] 22 END OF SECTION 23 24 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase 11 CSJ: 0902 48 775 City Project No. 00768 01 32 16 - 2 CONSTRUCTION PROGRESS SCIIEDULE Page 2 of 5 1 4. Schedule Narrative - Concise narrative of the schedule including schedule 2 changes, expected delays, key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost -loaded baseline Schedule using approved software and the 9 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City, make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day, working 37 days per week, the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City, the City may direct the Contractor to increase the level of effort in 43 manpower (trades), equipment and work schedule (overtime, weekend and holiday 44 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase 11 CSJ: 0902 48 775 City Project No. 00768 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time, will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts, the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors, the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases, the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera (P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City, no further progress schedules are required. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase Il CSJ: 0902 48 775 City Project No. 00768 013233-1 PRECONSTRUCTION VIDEO Page I of 2 1 SECTION 01 32 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase 1I CSJ: 0902 48 775 City Project No. 00768 013300-1 SUBMITTALS Page 1 of 8 1 SECTION 01 33 00 2 SUBMITTALS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 013300-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing -in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 013300-5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples, where required, to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance, the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTI-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase 11 CSJ: 0902 48 775 City Project No. 00768 01 33 00 - 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 WORTI-t STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase 11 CSJ: 0902 48 775 City Project No. 00768 1 2 3 4 PART 1- GENERAL 5 1.1 SUMMARY SECTION 01 35 13 SPECIAL PROJECT PROCEDURES 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes, but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Air Pollution Watch Days 12 e. Use of Explosives, Drop Weight, Etc. 13 f. Water Department Notification 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas 17 j. Dust Control 18 k. Employee Parking 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 I. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 3. Section 33 12 25 — Connection to Existing Water Mains 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Coordination within Railroad permit areas 28 a. Measurement 29 1) Measurement for this Item will be by lump sum. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 will be paid for at the lump sum price bid for Railroad Coordination. 33 c. The price bid shall include: 34 1) Mobilization 35 2) Inspection 36 3) Safety training 37 4) Additional Insurance 38 5) Insurance Certificates 39 6) Other requirements associated with general coordination with Railroad, 40 including additional employees required to protect the right-of-way and 41 property of the Railroad from damage arising out of and/or from the 42 construction of the Project. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 01 35 13 - 3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 4. Work within 6 feet of high voltage electric lines 2 a. Notification shall be given to: 3 1) The power company (example: ONCOR) 4 a) Maintain an accurate log of all such calls to power company and record 5 action taken in each case. 6 b. Coordination with power company 7 1) After notification coordinate with the power company to: 8 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 9 lower the lines 10 c. No personnel may work within 6 feet of a high voltage line before the above 11 requirements have been met. 12 C. Confined Space Entry Program 13 1. Provide and follow approved Confined Space Entry Program in accordance with 14 OSHA requirements. 15 2. Confined Spaces include: 16 a. Manholes 17 b. All other confined spaces in accordance with OSHA's Permit Required for 18 Confined Spaces 19 D. Air Pollution Watch Days 20 1. General 21 a. Observe the following guidelines relating to working on City construction sites 22 on days designated as "AIR POLLUTION WATCH DAYS". 23 b. Typical Ozone Season 24 1) May 1 through October 31. 25 c. Critical Emission Time 26 1) 6:00 a.m. to 10:00 a.m. 27 2. Watch Days 28 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 29 with the National Weather Service, will issue the Air Pollution Watch by 3:00 30 p.m. on the afternoon prior to the WATCH day. 31 b. Requirements 32 1) Begin work after 10:00 a.m. whenever construction phasing requires the 33 use of motorized equipment for periods in excess of 1 hour. 34 2) However, the Contractor may begin work prior to 10:00 a.m. if: 35 a) Use of motorized equipment is less than 1 hour, or 36 b) If equipment is new and certified by EPA as "Low Emitting", or 37 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 38 alternative fuels such as CNG. 39 E. TCEQ Air Permit 40 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 41 F. Use of Explosives, Drop Weight, Etc. 42 1. When Contract Documents permit on the project the following will apply: 43 a. Public Notification 44 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 45 prior to commencing. 46 2) Minimum 24 hour public notification in accordance with Section 01 31 13 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase 11 CSJ: 0902 48 775 City Project No. 00768 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 a. The notification or flyer shall be posted 24 hours prior to the temporary 2 interruption. 3 b. Prepare flyer on the contractor's letterhead and include the following 4 information: 5 1) Name of the project 6 2) City Project Number 7 3) Date of the interruption of service 8 4) Period the interruption will take place 9 5) Name of the contractor's foreman and phone number 10 6) Name of the City's inspector and phone number 11 c. A sample of the temporary water service interruption notification is attached as 12 Exhibit B. 13 d. Deliver a copy of the temporary interruption notification to the City inspector 14 for review prior to being distributed. 15 e. No interruption of water service can occur until the flyer has been delivered to 16 all affected residents and businesses. 17 f. Electronic versions of the sample flyers can be obtained from the Project 18 Construction Inspector. 19 J. Coordination with United States Army Corps of Engineers (USACE) 20 1. At locations in the Project where construction activities occur in areas where 21 USACE permits are required, meet all requirements set forth in each designated 22 permit. 23 K. Coordination within Railroad Permit Areas 24 1. At locations in the project where construction activities occur in areas where 25 railroad permits are required, meet all requirements set forth in each designated 26 railroad permit. This includes, but is not limited to, provisions for: 27 a. Flagmen 28 b. Inspectors 29 c. Safety training 30 d. Additional insurance 31 e. Insurance certificates 32 f. Other employees required to protect the right-of-way and property of the 33 Railroad Company from damage arising out of and/or from the construction of 34 the project. Proper utility clearance procedures shall be used in accordance 35 with the permit guidelines. 36 2. Obtain any supplemental information needed to comply with the railroad's 37 requirements. 38 3. Railroad Flagmen 39 a. Submit receipts to City for verification of working days that railroad flagmen 40 were present on Site. 41 L. Dust Control 42 1. Use acceptable measures to control dust at the Site. 43 a. If water is used to control dust, capture and properly dispose of waste water. 44 b. If wet saw cutting is performed, capture and properly dispose of slurry. 45 M. Employee Parking 46 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORT11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 3 4 5 6 Date: 7 8 CPN No.: (To be printed on Contractor's Letterhead) 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 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. 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 37 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 014523-1 TESTING AND INSPECTION SERVICES 2 3 PART1- GENERAL SECTION 01 45 23 TESTING AND INSPECTION SERVICES Page 1 of 2 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase 1I CSJ: 0902 48 775 City Project No. 00768 1 2 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase I1 CSJ: 0902 48 775 City Project No. 00768 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on -call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE -INSTALLATION 26 3.7 FIELD IoR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 1 2 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 01 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase 1l CSJ: 0902 48 775 City Project No. 00768 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 SECTION 01 58 13 2 TEMPORARY PROJECT SIGNAGE 3 PART 1- 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 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED loll] 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 WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase 1l CSJ: 0902 48 775 City Project No. 00768 01 58 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase ❑ CSJ: 0902 48 775 City Project No. 00768 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 8 01 6000-2 PRODUCT REQUIREMENTS Page 2 of 2 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Dirks Road — Phase 11 CSJ: 0902 48 775 City Project No. 00768 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 4 1 B. Field Quality Control Submittals 2 1. Documentation verifying accuracy of field engineering work. 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE 6 A. Construction Staking 7 1. Construction staking will be performed by the City. 8 2. Coordination 9 a. Contact City's Project Representative at least 2 weeks in advance for 10 scheduling of Construction Staking. 11 b. It is the Contractor's responsibility to coordinate staking such that construction 12 activities are not delayed or negatively impacted. 13 3. General 14 a. Contractor is responsible for preserving and maintaining stakes furnished by 15 City. 16 b. If in the opinion of the City, a sufficient number of stakes or markings have 17 been lost, destroyed or disturbed, by Contractor's neglect, such that the 18 contracted Work cannot take place, then the Contractor will be required to pay 19 the City for new staking with a 25 percent markup. The cost for staking will be 20 deducted from the payment due to the Contractor for the Project. 21 B. Construction Survey 22 1. Construction Survey will be performed by the City. 23 2. Coordination 24 a. Contractor to verify that control data established in the design survey remains 25 intact. 26 b. Coordinate with the City prior to field investigation to determine which 27 horizontal and vertical control data will be required for construction survey. 28 c. It is the Contractor's responsibility to coordinate Construction Survey such that 29 construction activities are not delayed or negatively impacted. 30 d. Notify City if any control data needs to be restored or replaced due to damage 31 caused during construction operations. 32 1) City shall perform replacements and/or restorations. 33 3. General 34 a. Construction survey will be performed in order to maintain complete and 35 accurate logs of control and survey work as it progresses for Project Records. 36 b. The Contractor will need to ensure coordination is maintained with the City to 37 perform construction survey to obtain construction features, including but not 38 limited to the following: 39 1) All Utility Lines 40 a) Rim and flowline elevations and coordinates for each manhole or 41 junction structure 42 2) Water Lines 43 a) Top of pipe elevations and coordinates for waterlines at the following 44 locations: 45 (1) Every 250 linear feet CITY OF FORT WORTI-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Decernber 20, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY 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 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 APPLICATION 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD loR] SITE QUALITY CONTROL 12 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 13 City in accordance with this Specification. 14 B. Do not change or relocate stakes or control data without approval from the City. 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 24 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase 11 CSJ: 0902 48 775 City Project No. 00768 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS 4 2.1 OWNER -FURNISHED [oa] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 01 74 23 - 4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City, remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 9 10 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 01 77 19 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase ❑ CSJ: 0902 48 775 City Project No. 00768 2 3 PART 1 - GENERAL 017823-I OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 01 78 23 OPERATION AND MAINTENANCE DATA 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 ''A inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase 11 CSJ: 0902 48 775 City Project No. 00768 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up, break-in, routine and normal operating instructions 32 2) Regulation, control, stopping, shut -down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase 11 CSJ: 0902 48 775 City Project No. 00768 017823-5 OPERATION AND MAINTENANCE DATA 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 8 Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED 1oR] 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 WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 01 78 39 - 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 ioR] 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 25 26 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTI-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-6.06.D Disadvantaged Business Enterprise Compliance GC-6.07 Wage Rates Railroad Agreement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase 11 CSJ: 0902 48 775 City Project No. 00768 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 ,GITY SECRET�� CO vJTRACTNOAF. ��RaS -1 NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE', ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CITY OF FORT WORTH pERMANENT DRAINAGE FACILITY EASEMENT AGREEMENT DIRKS ROAD STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: THAT FJM PROPERTIES, L.P., a Texas limited partnership, hereinafter referred to as "Grantor," for good and valuable consideration as set forth elsewhere herein from the City of Fort Worth, Texas, a municipal corporation of Tarrant, Wise and Denton Counties, Texas ("Grantee"), the receipt of which is hereby acknowledged, does grant and dedicate unto said City a non-exclusive, perpetual easement ("Easement") to construct, reconstruct, operate, maintain, replace, repair, and remove a Permanent Drainage Facility (hereinafter referred to as the "Drainage Facility") over and across the lands described and depicted on Exhibits "3PDA and 3PDB," attached hereto and incorporated herein for all purposes. The terms and conditions of this Permanent Drainage Easement Agreement ("Agreement") are as follows: 1. Permitted Use. The lands burdened by the Easement shall be used by Grantee only for the construction, reconstruction, operation, maintenance, replacement, repair and removal of the Drainage Facility. No building, structure, or improvement other than the Drainage Facility shall be placed, constructed, or maintained in, on, or under the lands burdened by the Easement. 2. Performance of Work. A. All work done by Grantee, its agents, representatives, employees, licensees, and invitees in connection with the Easement and the construction, reconstruction, operation, maintenance, replacement, repair and/or removal of the Drainage Facility shall be performed as expeditiously as possible so as not to interfere unreasonably with the use and occupancy of the adjacent lands owned by Grantor. In performing the work or causing the work to be performed, Grantee shall make adequate provisions for the safety and convenience of Grantor, its agents, representatives, employees, licensees, and invitees, and shall cause all work to be cleaned up promptly in order to minimize disruption or inconvenience. All persons entering upon the Easement land under this grant shall confine themselves to the operations and purposes contemplated herein, and no trespassing or other uses shall be permitted by Grantee, its employees, agents or contractors. 1 02-17-09 Pnz.,,,, 7. Insurance. Grantee agrees to require the contractor performing work in the construction, installation, maintenance, operation, repair or removal of the Drainage Facility, to name Grantor as an additional insured in any insurance policy providing coverage to Grantee, and to furnish Grantor with a certificate of insurance indicating same. 8. Acceptance of Agreement. By signing this Agreement, Grantee has agreed to and accepted the terms, conditions, benefits, and obligations contained herein. Grantor has agreed to grant this Easement in reliance upon Grantee's representation that Grantee agrees to and accepts the terms, conditions, benefits, and obligations contained herein. 9. Binding Effect. The terms and provisions of this Agreement shall inure to the benefit of and be binding upon Grantor and Grantee and their respective successors and assigns and shall be covenants running with the land. 10. Entire Agreement. This Agreement contains all of the agreements between the parties respecting the subject matter hereof, and no prior representations or statements, verbal or written, have been made modifying, adding to, or changing the terms of this instrument. 11. Amendments. No amendments, modifications, or revisions of this Agreement shall be effective unless made in writing, dated subsequent to the date hereof, and signed by the parties hereto, or their respective successors or assigns. TO HAVE AND TO HOLD the above -described Easement, together with all and singular the rights and appurtenances thereto in anywise belonging, unto the Grantee, the said City of Fort Worth, Texas, its successors and assigns, for so long as the Easement is used for the purposes stated herein, and upon cessation of such use, all rights, titles, and interests vesting in Grantee, the said City of Fort Worth, Texas, its successors and assigns, by virtue hereof shall automatically cease and determine. Grantor does hereby bind itself, its successors and assigns, to WARRANT AND DEFEND all and singular the Easement unto the Grantee, the said City of Fort Worth, Texas, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof, by, through, or under Grantor, but not otherwise, subject, however, to the conditional limitation set forth in paragraph 6 and all other terms and conditions stated herein, including, without limitation, the Reservations and Exceptions to Grant set forth in paragraph 3. IN WITNESS WHEREOF, Grantor and Grantee have signed this instrument on the dates set forth below. Date: -o 7 GRANTOR: FJM PROPERTIES, L.P., a Texas limited partnership By: FJM General, Inc., a Texas corporation, its general paer 3 Bv: nny W. Stevens President PARCEL NO.3PD PERMANENT DRAINAGE EASEMENT CITY OF FORT WORTH DIRKS ROAD PROJECT J. F. HEATH SURVEY, ABSTRACT NO. 641 EXHIBIT "A" Being a 0.124. acre tract of land situated in the J. F. Heath Survey, Abstract No. 641, City of Fort Worth, Tarrant County, Texas, and, being a portion of a tract of land deeded to FJM Properties, L.P. as recorded in Volume 14150, Page 226 of the Deed Records of Tarrant County, Texas, said 0.124 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rod with cap stamped "GORRONDONA" set for the intersection of the proposed southerly right-of-way line of Dirks Road (C.R. 1043), a variable width right-of-way, with the east right-of-way line of the Fort Worth & Western Railroad, said 5/8 inch iron rod with cap stamped "GORRONDONA" being in the west line of said tract of land deeded to FJM Properties, L.P.; THENCE South 75 degrees 00 minutes 36 seconds East, with the proposed southerly right-of- way line of said Dirks, a distance of 90.00 feet to a point for corner, from which a 5/8 inch iron rod with cap stamped "GORRONDONA" set for corner in the proposed southerly right-of-way line of said Dirks Road bears South 75 degrees 00 minutes 36 seconds East, a distance of 862.31 feet; THENCE South 14 degrees 37 minutes 50 seconds West, a distance of 60.00 feet to a point for corner; THENCE North 75 degrees 00 minutes 36 seconds West, a distance of 90.00 feet to a point for corner in the west line of said tract of land deeded to FJM Properties, L.P. and in the east right-of-way line of said Fort Worth & Western Railroad; THENCE North 14 degrees 37 minutes 50 seconds East, with the west line of said tract of land deeded to FJM Properties, L.P. and with the east right-of-way line of said Fort Worth & Western Railroad, a distance of 60.00 feet to the POINT OF BEGINNING, and containing 5,400 square feet or 0.124 acres of land, more or less. Page 1 of 2 OORRONDONA A ASSOCIATHS, INC. 6707 BRBKTW000 STAIR RD. 9UiTH,30 PST' WORTH, TEXAS 76112 117-496-1424 PAX 117.496-1766 XHIBIT • SUZANNE HENDERSON COUNTY CLERK, TARRANT COUNTY 100 W. WEATHERFORD FORT WORTH, TX 76196-0401 Receipt Time: Issued To: 12/07/2009 11:46:36 AM CITY OF FORT WORTH/RIGHT OF WAY AND EASEMENT TEAM Receipt #: 1315877 Documents Type # Pages Quantity Reference # Amount 1 2 E f co), :}"'- 8 1 D209318515 $44.00 E (o, 12 1 D209318516 $60.00 Total : $104.00 Payments Type Payment # Amount 1 ESCROW CHARGE 50 $104.00 Total Payments: $104.00 Balance for Account # 50 as of 12/07/2009 11:46 AM is $16,956.70 THANK YOU S condition as existed before any such disturbance. Further, if any improvements within such Temporary Construction Easement are disturbed, damaged or destroyed by the operations of Grantee, Grantee's employees, agents or contractors, hereunder, Grantee agrees to replace and restore such improvements to a condition at least as good as existed before any such disturbance, damage or destruction. 2. Performance of Work. A. All work done by Grantee, its agents, representatives, employees, licensees, and invitees in connection with the Easement and the construction, reconstruction, operation, maintenance, replacement, repair and/or removal of the Roadway shall be performed as expeditiously as possible so as not to interfere unreasonably with the use and occupancy of the adjacent lands owned by Grantor. In performing the work or causing the work to be performed, Grantee shall make adequate provisions for the safety and convenience of Grantor, its agents, representatives, employees, licensees, and invitees, and shall cause all work to be cleaned up promptly in order to minimize disruption or inconvenience. All persons entering upon the Easement land under this grant shall confine themselves to the operations and purposes contemplated herein, and no trespassing or other uses shall be permitted by Grantee, its employees, agents or contractors. Grantee shall construct, reconstruct, operate, maintain, replace, and repair the Roadway at its sole cost and expense. Grantee shall perform all work necessary in connection with the construction or with the reconstruction, operation, maintenance, replacement, and/or repair of such Roadway in a good and workmanlike manner in conformance with sound and acceptable engineering practices. B. Grantee agrees to construct a sturdy fence, material of fence to be approved by Grantor, to contain livestock along the common boundary line of the Easement with Grantor's retained real property (adjacent to the right-of-way Easement herein described). Grantee further agrees to provide temporary fencing along the common boundary line of the Temporary Construction Easement and Grantor's retained real property so that Grantor's livestock will be contained within Grantor's retained real property and will be prevented from escaping to adjacent properties or public roads or right-of-ways. 3. Reservations and Exceptions to Grant. The Easement is expressly made subject to any and all existing restrictions, reservations, covenants, conditions, oil and gas leases, encumbrances, liens, easements, and other encumbrances of whatsoever kind or nature relating to the lands burdened by the Easement, whether or not they are shown of record in Tarrant County, Texas; and to all zoning laws, regulations, and ordinances of municipal and other governmental authorities relating to the lands burdened by the Easement, but only to the extent that they are still in force and effect. Grantor hereby reserves to itself, its successors and assigns, and same are not conveyed hereby, all of the oil, gas, and other minerals of every kind and character in, on or under and that may be produced from the land burdened by the Easement, including, but not limited to, all hydrocarbons, whether liquid, solid, or gaseous. Further, nothing contained herein shall be deemed or construed to impair or restrict the rights of Grantor, or the invitees, licensees, visitors, guests, tenants or employees of Grantor, to use the Easement in common with the general public for the passage and accommodation of vehicle and pedestrian traffic over the Easement, which rights Grantor hereby expressly retains. 4. Consideration. As consideration for the grant of this Easement to Grantee, Grantor shall receive credit against Transportation Impact Fees otherwise due in the future by Grantor, or its 2 . IN WITNESS WHEREOF, Grantor and Grantee have signed this instrument on the dates set forth below. Date: (9 Y ! f - o l Contract Authorization Date CITY OF FORT WORTH, TEXAS GRANTOR: FJM PROPERTIES, L.P., a Texas limited partnership By: FJM General, Inc., a Texas corporation, its general pa er nny W. Stevens President Date: 2 /4 - C q THE STATE OFs § § COUNTY OF ' § GRANTEE: By: Name: rcry.uncl„o Cam, Assistant City Manager Before me, the undersigned authority, on this day personally appeared Johnny W. Stevens, President of FJM General, Inc., a Texas corporation, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and consideration therein expressed on behalf of such corporation acting in its capacity as General Partner of FJM Properties, L.P., a Texas limited partnership. Ill - Given under my hand and seal of office this the day of $ Oar , 2009. f�t,-- SANDRA M. STEVENS Notary PutUo • Stab d ,Ay / PP - ExpMw . ID, 3010. Notublic for the State of Kcy..sec), 4 OFF DIAL RECORD CITY CR TAR'Y XHIBIT PARCEL NO. 3 RIGHT-OF-WAY EASEMENT CITY OF FORT WORTH DIRKS ROAD PI+tOJECT J. F. HEATH SURVEY, ABSTRACT NO. 641 EXHIBIT "A" Being a 1.526 acre tract of land situated in the J. F. Heath Survey, Abstract No. 641, City of Port Worth, Tarrant County, Texas, and being a portion of a tract of land deeded to PJM Properties, L.P. as recorded in: Volume 14150, Page 226 of the Deed Records of Tarrant County, Texas, said 1,526 acre tract of land being more particularly described by metes and bounds as follows; BEGINNING at a 1/2 inch iron rod found for the most northerly northeast corner of said tract of land deeded to FJM Properties, L.P., said 1/2 inch iron rod being the intersection of the existing southerly right-of-way line of Dirks Road (C.R. 1043), a variable width right-of-way, with the existing west right- of-way line of Cranbury Road (a variable width right-of-way); THENCE South 39 degrees 48 minutes 17 seconds East, with the existing west right-of-way line of said Cranbury Road and with a northeast line of said tract of land deeded to FJM Properties, L.P., a distance of 15.43 feet to a point for the most southerly northeast corner of said tract of land deeded to FJM Properties, L.P.; 'HENCE South 00 degrees 16 minutes 57 seconds East, with the west right-of-way line of said Granbury Road and with an east line of said tract of land deeded to FJM Properties, L.P., a distance of 85.76 feet to a 5/8 Inch iron rod with cap stamped "GORRONDONA" set for the intersection of the west right-of-way line of said Granbury Road with the proposed northerly right-of-way line of said Dirks Road; 1'HLrNCE North 44 degrees 07 minutes 56 seconds West, with the proposed northerly right-of-way line of said Dirks Road, a distance of 146.29 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA" set for corner; , '1'HLNCE North 75 degrees 30 minutes 36 seconds West, with the proposed northerly right-of-way line of said Dirks Road, a distance of 105.27 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA" set for corner; THENCE North 75 degrees 00 minutes 36 seconds West, with the proposed northerly right-of-way line of said; Dirks Road, a distance of 952.32 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA" set for corner in the west line of said tract of land deeded to FJM Properties, L.P. and in the east right-of-way line of the Fort Worth & Western Railroad; THENCE North 14 degrees 37 minutes 50 seconds Bast, with the west line of said tract of land deeded to FJM Properties, L.P. and with the east right-of-way line of said Fort Worth & Western Railroad, passing at a distance of 44.70 feet a 5/8 inch iron rod found for reference, in all, a distance of 73.43 feet to a point for the northwest corner of said tract of land deeded to FJM Properties, L,P., said point being in Dirks Road; Page 1 of 2 OORRONDONA & ASSOCIATES, INC. 6707 BRENTWOOD STAIR RD, SUITE 30 PORT WORTH, TEXAS 76111 117496-1414 FAX 111-4%•1761 EXHIBIT 3 B N J I I z Z • XHIBIT PARCEL NO. 3TC TEMPORARY CONSTRUCTION EASEMENT CITY OF FORT WORTH DIRKS ROAD PROJECT J. F. HEATH SURVEY, ABSTRACT NO. 641 Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings are referenced to the project control for State Highway 121. All 'bearings and distances are surface. Date: October 8, 2008 Richard Kennedy Registered Professional Texas No, 5527 OORRONDONA i ASSOCIATE!, INC. 6707 Page 2 of 2 STAIR RD. sutra 70 PORT WORM, TEXAS 70111 117.496.1414 PAX I I7-4 6-1761 STATE OF TEXAS COUNTIES OF TARRANT, DENTON AND WISE § § I, MARTY HENDRIX, City Secretary of the City of Fort Worth, Texas do hereby certify that the above and foregoing is a true and correct copy of Contract No, 38249-02-2009, duly presented, approved, and authorized by the City Council of the City of Fort Worth, Texas, at a regular meeting held on the 13tt' day of January, A. D. 2009, as same appears of record in the Office of the City Secretary. WITNESS MY HAND and the Official Seal of the City of Fort Worth, Texas, this the 4thth day of December, A. D. 2009. Marty Hendrix,'ity Secretary City of Fort Worth, Texas City Secretary's Office City of Fort Worth* 1000 Throckmorton Street* Fort Worth, Texas 76102 (817) 392-6150* FAX (817) 392-6196 JOINT USE AGREEMENT CITY OF FORT WORTH DIRKS ROAD PROJECT J. F. HEATH SURVEY, ABSTRACT NO. 641 EXHIBIT "A" Being a 0.300 acre tract of land situated in the J. F. Heath Survey, Abstract No. 641, City of Fort Worth, Tarrant County, Texas, and being a portion Utile Fort Worth & Western Railroad right-of-way (a 100.0' right-of-way), said 0.300 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rod found for the southwest corner of Lot 2R1, Block 3 of Granbury Station Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Cabinet A, Slide 9399 of the Plat Records of Tarrant County, Texas, said 5/8 inch iron rod being the intersection of the existing northerly right-of-way line of Dirks Road (C,R. 1043), a variable width right-of-way, with the existing easterly right-of-way line of said Fort Worth & Western Railroad; THENCE South 14 degrees 40 minutes 11 seconds West, with the easterly right-of-way line of said Fort Worth & Western Railroad, a distance of 130.00 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA & ASSOCIATES" found for the intersection of the southerly right-of-way line of said Dirks Road with the easterly right-of-way line of said Fort Worth & Western Railroad, said 5/8 inch iron rod with cap stamped "GORRONDONA & ASSOCIATES" being in the westerly line of a 106,654 acre tract of land (by deed) deeded to FJM Properties, L.P. as recorded in Volume 14150, Page 226 of the Deed Records of Tarrant County, Texas; T eNCE North 75 degrees 00 minutes 36 seconds West, with the southerly right-of-way line of said Dirks Road, a distance of 101.06 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA & ASSOCIATES" found for the intersection of the southerly right-of-way line of said Dirks Road with the westerly right-of-way line of said Fort Worth & Western Railroad, said 5/8 inch iron rod with cap stamped "GORRONDONA & ASSOCIATES" being in the easterly line of a tract of land described as Tract No. 2 deeded to A. M. Pate, Jr, as recorded in Volume 6691, Page 475 of said Deed Records ofTarrant County, Texas; THENCE North 15 degrees 1.3 minutes 04 seconds East, with the westerly right-of-way line of said Fort Worth & Western Railroad, a distance of 130.00 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA & ASSOCIATES" found for the intersection of the northerly right-of-way line of said Dirks Road with the westerly right-of-way line of said Fort Worth & Western Railroad, said 5/8 inch iron rod with cap stamped "GORRONDONA & ASSOCIATES" being in the easterly line of a 7.870 acre tract of land (by deed) deeded to Dirk Branch, L.P. as recorded in Volume 13506, Page 296 of said Deed Records of Tarrant County, Texas; THENCE South 75 degrees 00 minutes 36 seconds East, with the northerly right-of-way line of said Dirks Road, a distance of 99.81 feet to the POINT OF BEGINNING, and containing 13,057 square feet or 0.300 acres of land, of which 6,026 square feet lies within the existing 60.0' right-of-way of Dirks Road (no record data found), leaving a net area of 7,031 square feet or 0,161 acres of land, more or less. Page 1 of 2 GoRRoNpowk& ASSOCIATES. INC, 1,707 BRENTWOOD STAIR IW. SUITE 50 FORT WORTH, TEXAS 76112 817-496-1424 FAX 817-496-1768 • EXHIBIT "B" REMAINDER OF 7.870 ACRES DIRK BRANCH, L.P. VOLUME 13506, PACE 296 D.R.T.G.T. FND 5/8 ''//? 11e/Q4/3 STAMPED 'CC/PRO/1/00NA ASSOC/A7Es' DIFi'ic .R. 1043)Ao1D (v4RoeLe wolf" Rictir-oF-w4y) »NO 5/61R Kyolp sr4upE 4"°Nsn rc- REMAINDER OF TRACT NO, 2 A. M. PATE, JR. VOLUME 6691, PAGE 475 D.R.T.C.T. REVISED JULY 30, 2013 REVISED MARCH 25, 2013 REVISED FEBRUARY 26, 2013 0 0 IV 75e, .,..,.•-• • .. UO / S 75. 99.81° E o / / / LOT 210TIoN OLoCK GBANDURY STA cA131 FT A, SLIDE P.O.B. ° \,\o. 03sioci PN0 5/8"IR ty/cAP srAmPcb 'oolvoNooki AssociAres" NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. BEARINGS ARE REFERENCED TO THE PROJECT CONTROL FOR CHISHOLM TRAIL PARKWAY. ALL DISTANCES AND AREAS SHOWN ARE SURFACE, REMAINDER OF 106.654 ACRES FJM PROPERTIES, L.P. VOLUME 14150, PAGE 226 D.R.T.O.T, 60 30 0 SCALE IN FEET Jori 9 60 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING A JOINT USE AGREEMENT SITUATED IN THE J. F. HEATH SURVEY, ABSTRACT No. 641 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS PROJECT: DIRKS ROAD JOINT USE AGREEMENT AGREEMENT AREA: 7 031 SQUARE FEET OR 0,161 ACRES NET JOB No. 0907-3744 DRAWN BY: RK CAD FILE: JOINTUSE.DWG SCALE: 1" = 60' DATE: FEBRUARY 21, 2013 EXHIBIT B PAGE 1 OF 1 GORRONDONA & ASSOCIATES, INC, 7 24 JACK NEWELL s-, RICHARD KENNEDY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5527 TEXAS FIRM NO. 10106900 BOULEVARD SOUTH FORT WORTH, TX. 76118 • 017-496-1424 FAX 817-496-1768 PARCEL NO. I-PT2 RIGHT-OF-WAY ACQUISITION CITY OF FORT WORTH DIRKS ROAD PROJECT J. F. HEATH SURVEY, ABSTRACT NO. 641 EXHIBIT "A" Being a 0.692 acre tract of land situated in the J. F. Heath Survey, Abstract. No. 641, City of Fort Worth, Tarrant County, Texas, and being a portion of a tract of land described as Tract No. 2 deeded to A. M. Pate, Jr. as recorded in Volume 6691, Page 475 of the Deed Records of Tarrant. County, Texas, said 0,692 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a survey nail with washer stamped "GORRONDONA" set for the northeast corner of said Tract No. 2, said survey nail with washer stamped "GORRONDONA being in Dirks Road (C.R. 1043), a variable width right-of-way, said survey nail with washer stamped "GORRONDONA" also being in. the westerly right-of-way line of the Fort Worth & Western Railroad (a 1.00.0' right-of-way); THENCE South 14 degrees 54 minutes 03 seconds West, with the easterly line of said Tract No. 2 and with the westerly right-of-way line of said Fort Worth & Western Railroad, passing at a distance of 28.26 feet a fence corner found for corner in the existing southerly right-of-way line of said Dirks Road, in all, a distance. of 65.91 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA'' set for corner in the proposed southerly right-of-way line of said Dirks Road; THENCE North 74 degrees 30 minutes 36 seconds West, with the proposed southerly right-of- way line of said Dirks Road, a distance of 91.71 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA" set for corner; THENCE North 76 degrees 47 minutes 55 seconds West, with the proposed southerly right-of- way line of said Dirks Road, a distance of 315.03 feet to a 5/8 inch iron rod with cap • stamped "GORRONDONA" set for corner; THENCE South 57 degrees 09 minutes 02 seconds West, with the proposed southerly right -a- way line of said Dirks Road, a distance of 34.70 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA" set for corner in the proposed easterly right-of-way line of State Highway 121, from which a 5/8 inch iron rod with cap stamped "GORRONDONA" found for corner in the proposed easterly right-of-way line of said State Highway 121 bears South 11 degrees 05 minutes 59 seconds West, a distance of 1137.62 feet.; Page 1 of2 (JORRON DONA ASS( /CIATFS, INC 6707 I1RIN1 WOOD STAIR RI), SLIIIF 50 FORT WORTH, TEXAS 76112 217-496.1124 FAX 817-496-176S Ld t-, 0.60 Z 8 0 0 0 0 0 0,-) I 0 t (ti tr) ti- 0 cni cr) 4- Pb 'a) 0 .4- 1.1 z 0) tri ,) K.))61/ 7.010,1 tie /7VOR1741 IM,11,1404A .„1/4.10).7/ 0 10 r-ita (-) ° - V. 6 - z 0 0 0 0 0 0 0 0 0 -6 0.1 _J 0 (r) 0 0 Id 0 c_) 0 0 lijO hT cr) 0 cr) 0 V) ce (4) 0 7-7 (44 44) 0 f-- C;C'JRRONDORA & ASSOCIA PARCEL NO. 1PU-PT2 PERMANENT UTILITY EASEMENT CITY OF FOR WORTH DIRKS ROAD PROJ14;CT F. HEATH SURVEY, ABSTRACT NO. 641 Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings are referenced to the project control for State Highway 12 . All bearings and distances are surface. Date: November 29, 20(17 Richard Kennedy Registered Professional Land Surveyor Texas No. 5527 ) Page 2 ol' 2 i(11,,RONIR /NA ,S.; ASSOCIAIFS, INC. 6707 liREN /WOOD STAIR RD. surrh 5.0 FORT WORTH, TFXAS 7012 S17-496-1424 FAX 817496•1768 PERMANENT WATERLINE EASEMENT CITY OF FORT WORTH DIRKS ROAD 24" WATERMAIN RELOCATIONS J. F. HEATH SURVEY, ABSTRACT NO. 641 EXHIBIT "A" City Project No. 00204 Water No. P264-6031700 442 DOE No. 4856 Being a 0,366 acre tract of land situated in the .1. F. Heath Survey, Abstract No. 641, City of Fort Worth, Tarrant County, Texas, and being a portion of a tract of land described as Tract No, 2 deeded to A. M. Pate, Jr. as recorded in Volume 6691, Page 475 of the Deed Records of Tarrant County, Texas, said 0,366 acre tractof land being more particularly described by metes and bounds as follows: BEGINNING at point in the easterly line of said Tract No, 2 ancl in the westerly right-of-way line of the Fort Worth & Western Railroad (a 100.0' right-of-way), from which a 5/8 inch iron rod with cap stamped "GORRONDONA" set for the intersection of the proposed southerly right- of-way line of Dirks Road (C.R. 1043), a variable, width right-of-way, with the easterly line of said Tract No. 2 and the westerly right-of-way line of the Fort Worth & Western Railroad bears North 1.4 degrees 54 minutes 03 seconds East, a distance of 15.00 feet; THENCE South 14 degrees 54 minutes 03 seconds West, with the easterly line of said Tract No. 2 and with the westerly right-of-way line of said Fort Worth & Western Railroad, a distance of 20.00 feet to a point for comer; THENCE North 74 degrees 30 minutes 36 seconds West, a distance of 91_37 feet to a point for corner; THENCE North 76 degrees 47 minutes 55 seconds West, a distance of 313.03 feet to a point for corner; THENCE South 11 degrees 05 minutes 59 seconds West, a distance of 2,95.28 feet to a point. for corner; THENCE Noah 81 degrees 12 minutes 27 seconds West, a distance of 25,02 feet to a point for corner in the proposed easterly right-of-way line of State Highway 121; THENCE North 11 degrees 05 minutes 59 seconds East, with the proposed easterly right-of-way line of State Highway 121, a distance of 307.23 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA" set for the intersection of the proposed southerly right- of-way line of said Dirks Road with the proposed easterly right-of-way line of said State Highway 121; Page 1 of 2 GORRONDONA & ASSOCIAl"VS, INC. (/707 1110i1VI1V001) STAIR RD, S1.11Th, 50 11111a WORTH. 'HAAS 76 12 1117-.1116-142,1 FAX 511,,196- I 76N 3t41 41)4DdO,Vd 3Nn uJ Qo D (f)Q 1— < LLI < 1- 1_4_ CO , < k 0 Z r 0 z 0 0 O • I— LINE TABLE DISTANCE 15.00 0 r" q1,6,-iFs1 rsi a' Si r-- `- ti3 (1i a , 1.0 N 81'12'27-W N 570902E N 570902E S 743036E - :1 V ) .:73. In " oc) z 1,7- kr r- In z z 1 NI 7 l 2,1 1 --'I 6c1,4130,10/ '0 P6-1 r1/„00,)„,1 Ic12 ct dduj c\ tiD zz.kt•-:0 iH ?ci 0 'co M 0. _J 0 0 0 z 0 (1) 00 z • a. a)" 0, et 1- 0 11' 0_1 < Q> 2 z fr z < cLj z 0 z co 0 0 1) DRAWN BY: RK LED a) 6 LiJ z 0 74' 0 0 0 N uJ z 11 w cr H z w z LLI 0- JOB NO. 0704-1977 0 Ld z 0 0 C; 0 rn z 0 D FILE: 1977 Exhibits.dwg 0 z 0 LL LL 0 D (f) z 0 I= (_) w (c) 0 RT WORTH, TX. oD in 0 In 000 STAIR ROAD, 5 z 0 w 0 1— z w w 0 7 0 Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings are referenced to the project control for State Highway 121. All bearings and distances are surface. Date: August 21, 2013 Richard Kennedy Registered Professional tand-S',,_,,-,y '- Texas No. 5527 Texas Finn No. 10106900 Page 2 of 2 GORRONDONA ASSOC] AT ES , INC, 7524 JACK NBYLLL IAN SC Lyn' FOItFWORFII, TEXAS 76118 817,49 ).1424 FAX 817.496.1763 PARCEL NO. 1PS PERMANENT SLOPE AND DRAINAGE EASEMENT CITY OF FORT WORTH DIRKS ROAD PROJECT J. F. HEATH SURVEY, ABSTRACT NO, 641 EXHIBIT "A" Being a 0.395 acre tract of land situated in the J. F. Heath Survey, Abstract No. 641, City of Fort Worth, Tarrant County, Texas, and being a portion of a tract of land described as Tract No. 2 deeded to A. M. Pate, Jr. as recorded in Volume 6691, Page 475 of the Decd Records of Tarrant County, Texas, said 0.395 acre tract of land being more particularly described by metes and bounds as follows: COMMENCING at a 5/8 inch iron rod with cap stamped "GORRONDONA" set for the intersection of the proposed southerly right-of-way line of Dirks Road (a variable width right-of- way) with the east line of said Tract No. 2 and with the west right-of-way line of the Fort Worth & Western Railroad; THENCE North 74 degrees 30 minutes 36 seconds West, with said proposed southerly right-of-way line of Dirks Road, a distance of 91.71 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA" set for corner; THENCE North 76 degrees 47 minutes 55 seconds West, with said proposed southerly right-of-way line of Dirks Road, a distance of 85.49 feet to the POINT OF BEGINNING; THENCE South 14 degrees 57 minutes 20 seconds West, a distance of 74.50 feet to a point for corner; THENCE North 74 degrees 30 minutes 36 seconds West, a distance of 250.09 feet to a point for corner in the proposed easterly right-of-way line of State Highway 121; THENCE North 11 degrees 05 minutes 59 seconds East, with said proposed easterly right-of- way line of State Highway 121, a distance of 39.52 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA" set for the intersection of said proposed southerly right- of-way line of Dirks Road with said proposed easterly right-of-way line of State Highway 121; THENCE North 57 degrees 09 minutes 02 seconds East, with said proposed southerly right-of- way line of Dirks Road, a distance of 34.70 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA" set for comer; THENCE South 76 degrees 47 minutes 55 seconds East, with said proposed southerly right-of- way line of Dirks Road, a distance of 229.54 feet to the POINT OF BEGINNING, and containing 17,208 square feet or 0.395 acres of land, more or less. Page 1 of 2 GORRONDONA & ASSOCIATES, INC:, 7524 JACK NEWELL BLVD sourti FORT WORTH, TEXAS 76118 817.496.1424 FAX 817.496.1768 PARCEL NO. 2 .-. RIGHT-OF-WAY EASEMENT CITY OF FORTWORTH ,... DIRKS ROAD PROJECT J. F. HEATH SURVEY, ABSTRACT NO. 641 ..: ... THENCE with said curve to the right and with the proposed northerly right-of-way line of said Dirks Road, an arc length of 49.08 feet to 5/8 inch iron rod with cap stamped "GORRONDONA" set for the beginning of a reverse curve to the left having a radius of 584,00 feet, a central angle of 09 degrees 23 minutes 53 seconds and whose chord ... ... bears South 67 degrees 31 minutes 08 seconds East, a chord distance of 95.68 feet; THENCE with said reverse curve to the left and with the proposed northerly right-of-way line of said Dirks Road, an arc length of 95.79 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA" set for corner; THENCE South 72 degrees 13 minutes 04 seconds East, with the proposed northerly right ofway line of said Dirks Road, a distance of 80.32 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA" set for corner; THENCE South 74 degrees 30 minutes 36 seconds East, with the proposed northerly right -of- .. way line of said Dirks Road, a distance of 91.09 feet to a 5/8 inch iron rod with cap ... stamped "GORRONDONA" set for comer in the easterly line of said tract of land deeded to Dirk Branch, L.P. and in the westerly right-of-way line of the Fort Worth & Western Railroad (a 100.0' right-of-way); ... THENCE South 14 degrees 58 minutes 05 seconds West, with the easterly line of said tract of land deeded to Dirk Branch, L.P. and with the westerly right-of-way line of said Fort Worth & Western Railroad, a distance of 35,23 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA" set for the southeast corner of said tract of land deeded to Dirk Branch, L.P., said 5/8 inch iron rod with cap stamped "GORRONDONA" being the intersection of the existing northerly right-of-way line of said Dirks Road with the existing westerly light -of -way line of said Fort Worth & Western Railroad; THENCE North 75 degrees 03 minutes 16 seconds West, with the southerly line of said tract of land deeded to Dirk Branch, LP. and with the existing northerly right-of-way line of said Dirks Road, a distance of 418.27 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA" set for corner; Page 2 of 3 GORRONDONA & ASSOCIATES, INC, 6707 HRENTWOOD STAIR RD, SUITE 50 FORT WORTH, TEXAS 76112 817-496-1424 FAX 817-406-1768 x KC tvby ketuv ciwo-)4,1 Ay0.1 a- ss z, cr z .....,,, ............ _____ — c; 2 z 0 , ...., C4 ft) 0 ''. (0 X V ry cr Z 0 00 0 JQ - 0 0 z 0 0 0 w < ,o 7 LU cn z 11) 0 0 (n V) Cr 0 w W 0 In 0 00 0 0 z C4 " CC 00 0_ in er. ' W 0 w _J 0 co 0 0 0 0V) co (0 cr) 0 z Fe 0 0 c_.)= LJ 0 ro (c. IiJ ov) 0 O. "to NI 0 0 0 LINE TABLE w 0 z 0 z 0 z w z c•4 tr) to 04 lo z -4- c‘c cy; 04 z lf) C'e ro N 04 co LU r- r-• v-) 04 C`i _J -4- (0 t _J vi (0 2 0.1 a. 0 01 0 0 0 0 ol cn ea 0 0 0 wv) 0 cn 0 0 to 04 0 0 co 0 r•-• z /41 0 PARCEL NO, 2PD PERMANENT LINAGE EASEMENT CITY OF FORT WORTH DIRKS ROAD PROJECT J. F. HEATH SURVEY, ABSTRACT NO. 641 EXHIBIT "A" Being a 0,528 acre tract of land situated in the J. F. Heath Survey, Abstract No. 641, City of Fort Worth, Tarrant County, Texas, and being a portion of a tract of land deeded to Dirk Branch, L.P. as recorded in Volume 13506, Page 296 of the Deed Records of Tarrant County, Texas, said 0.528 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rod with cap stamped "GORRONDONA" set for thc northeast corner of said tract of land deeded to Dirk Branch, L.P. and for the southeast corner of a 50.0' Drainage & Utility Right -of -Way recorded in Cabinet A, Slide 4107 of the Plat Records of Tarrant County, Texas, said 5/8 inch iron rod with cap stamped "GORRONDONA" being in the westerly right-of-way line of the Fort Worth & Western Railroad (a 100.0' right-of-way); THENCE South 14 degrees 58 minutes 05 seconds West, with the easterly line of said tract of land deeded to Dirk Branch, L.P. and with the westerly right-of-way line of said Fort Worth & Western Railroad, a distance of 634.96 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA" set for corner in the proposed northerly right-of-way line of Dirks Road (C.R. 1043), a variable width right-of-way; THENCE North 74 degrees 30 minutes 36 seconds West, with the proposed northerly right-of- way line of said Dirks Road, a distance of 35.00 feet to a point for corner, from which a 5/8 inch iron rod with cap stamped "GORRONDONA" set for corner in the proposed northerly right-of-way line of said Dirks Road bears North 74 degrees 30 minutes 36 seconds West, a distance of 56.09 feet; THENCE North 14 degrees 58 minutes 05 seconds East, a distance of 594,65 feet to a point for corner; THENCE North 30 degrees 01 minutes 32 seconds West, a distance of 56,57 feet to a point for corner in the northerly line of said tract of land deeded to Dirk Branch, L.P. and in the southerly line of said 50.0' Drainage & Utility Right -of -Way, from which a 5/8 inch iron rod with cap stamped "GORRONDONA" found for the northwest corner of said tract of land deeded to Dirk Branch, L.P. bears North 75 degrees 01 minutes 09 seconds West, a distance of 498.39 fect; Page 1 of 2 (AMMON DONA & ASSOCIATES, INC, 6707 BRENTWOOD smuk RD. surrt 50 FORT' WORTII, TFXAS 76112 817-491i-1424 FAX 817-496-1768 a LA 0 z il ..... LU > D , (I) 0 0- gi) Z ow 1— (-) • < (_) LJJ bJ X 3 0 r ) - "gubloal _J w (,7 0 w I— 00 Q WZ MW cn LL. ell 0Lii H 0 •••••., Z`-.•••• TPW No. 0076E 2-26-2010 0 JOB NO. 0704-1977 _J 0 0 tiS N LAJ 00( 0 ua 1.0 LYJ ° 02 o o — 4 - z 817-496-1768 a • rr aa ‚—(0cON 0 < d Z De — 0 2 vi 1.1.J w V) 1,9 < :TC CC 0 0 Z LA (Id 0 I-LI ar:{ X Z (...) X 0_ 0 (f) — LI c PARCEL NO. 2PS PERMANENT SLOPE EASEMENT CITY OF FORT WORTH DIRKS ROAD PROJECT J. F. HEATH SURVEY, ABSTRACT NO. 641 EXHIBIT "A" Being a 0.171 acre tract of land situated in the J. F. Heath Survey, Abstract No. 641, City of Fort Worth, Tarrant County, Texas, and being a portion of a tract of land deeded to Dirk Branch, L.P. as recorded in Volume 13506, Page 296 of the Deed Records of Tarrant County, Texas, said 0.171 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rod with cap stamped "GORRONDONA" found for corner in the westerly line of said tract of land deeded to Dirk Branch, L.P. and in the existing easterly right-of-way line of State Highway 121; THENCE North 06 degrees 44 minutes 05 seconds East, with the westerly line of said tract of land deeded to Dirk Branch, L.P. and with the existing easterly right-of-way line of said State Highway 121, a distance of .1961,feet to a point for corner; THENCE South 60 degrees 32 minutes 03 seconds East, a distance of 336.13 feet to a point in the proposed northerly right-of-way line of said Dirks Road, from which a 5/8 inch iron rod with cap stamped "GORRONDONA" set for corner in the proposed northerly right-of-way line of said Dirks Road bears South 72 degrees 13 minutes 04 seconds East, a distance of 68.20 feet; THENCE North 72 degrees 13 minutes 04 seconds West, with the proposed northerly right-of- way line of said Dirks Road, a distance of 12.12 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA" set for the beginning of a curve to the right having a radius of 584.00 feet, a central angle of 09 degrees 23 minutes 53 seconds and whose chord bears North 67 degrees 31 minutes 08 seconds West, a chord distance of 95.68 feet; THENCE with said curve to the right and with the proposed northerly right-of-way line of said Dirks Road, an arc length of 95.79 feet to 5/8 inch iron rod with cap stamped "GORRONDONA" set for the beginning of a reverse curve to the left having a radius of 316.00 feet, a central angle of 08 degrees 53 minutes 58 seconds and whose chord bears North 67 degrees 16 minutes 11. seconds West, a chord distance of 49.03 feet; THENCE with said reverse curve to the left and with the proposed northerly right-of-way line of said Dirks Road, an arc length of 49.08 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA" set for corner; Page 1 of 2 GORRON I XMA & ASSOCIATES, INC. 6707 BRENTWOOI) STAIR Ro. stun 50 1010 WORTH, TEXAS 76112 817-,196.,1424 FAX 817-496•176X PARCEL NO, 2TC-PT1 TEMPORARY CONSTRUCTION EASEMENT CITY OF FORT WORTH DIRKS ROAD PROJECT J. F. HEATH SURVEY, ABSTRACT NO. 641 EXHIBIT "A" Being a 0,067 acre tract of land situated in the J. F. Heath Survey, Abstract No, 641, City of Fort Worth, Tarrant County, Texas, and being a portion or a tract of land deeded to Dirk Branch, L.P. as recorded in Volume 13506, Page 296 of the Deed Records of Tarrant County, Texas, said 0.067 acre tract of land being more particularly described by metes and bounds as follows: COMMENCING at a 518 inch iron rod with cap stamped "GORRONDONA" set for the intersection of the proposed northerly right-of-way line of Dirks Road (C.R. 1043), a variable width right-of-way, with the westerly line of said tract of land deeded to Dirk Branch, L.P. and with the westerly right-of-way line of the Fort Worth & Western Railroad; THENCE North 55 degrees 12 minutes 04 seconds West (Radial Bearing), a distance of 192.04 feet to the POINT OF BEGINNING; THENCE South 15 degrees 29 minutes 24 seconds West, a distance of 55.30 feet to a point for corner; THENCE North 60 degrees 32 minutes 03 seconds West, a distance of 62,86 feet to a point for comer; THENCE North 15 degrees 29 minutes 24 seconds East, a distance of 40.11 feet to a point for corner, from which a 5/8 inch iron rod with cap stamped "GORRONDONA" set for the intersection of the proposed northerly right-of-way line of said Dirks Road with the westerly line of said tract of land deeded to Dirk Branch, L,P. and the existing easterly right-of-way line of State Highway 121 bears North 84 degrees 19 minutes 01 seconds West (Radial Bearing), a distance of 210.69 feet; THENCE South 74 degrees 30 minutes 36 seconds East, a distance of 61.00 feet to the POINT OF BEGINNING, and containing 2,910 square feet or 0.067 acres of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description, (2) All bearings are referenced to the project control for State Highway 121, All bearings and distances are surface. Date: March 1, 2010 Richard Kennedy Registered Professionart.tin&SUrveva'..1 rh rfexas No. 5527 Page 1 of 1 GORRONDONA & ASSOCIATES, INC. 6707 BRENT \NOOD STAIR RI/ SUITE 50 rota woRTIL 1 EX AS 76112 8174/6- 1424 FAX 817-196-1768 Moo Mar 01 l5:46,31 20l0 oiac^oce woctbiog 6920275.128 2g'21.0" w 55.297 0 60"32'02.9" W 62.861 11060 V � H 15029`24.0" E 40.115 �11061 S 74"30'36.0" C l062 U 110sure Error oiatanms> » Total Diocauow> 219.272 6920221.840 Oa^ting 2302965.960 2302951.I90 5920352.761 2502896.468 6930291.419 3302907.182 �l.000 � 0.000O0 0.067 ucnEa �92027S.]2G 2302985.966 Page l of l PARCEL NO, 2TC-PT2 TEMPORARY CONSTRUCTION EASEMENT CITY OF FORT WORTH DIRKS ROAD PROJECT J. F. HEATH SURVEY, ABSTRACT NO. 641 THENCE North. 30 degrees 01 minutes 32 seconds West, a distance of 68.30 feet to a point for corner in the northerly line of said tract. of land deeded to Dirk Branch, L.P. and in the southerly line of said 50,0' Drainage & Utility Right -of -Way, from which a 5/8 inch iron rod with cap stamped "GORRONDONA" found tbr the northwest corner of said tract of land deeded to Dirk Branch, L.P. bears North 75 degrees 01 minutes 09 seconds West, a distance of 470.11 feet; THENCE South 75 degrees 01 minutes 09 seconds East, with the northerly line of said tract of land deeded to Dirk Branch, L.P. and with the southerly line of said 50.0 Drainage & Utility Right -of -Way, a distance of 28.29 feet to the POINT OF BEGINNING, and containing 13,057 square feet or 0.300 acres of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) Al! bearings are referenced to the project control for State Highway 121. All bearings and distances are surface. Date: February 26, 2010 Richard Kennedy Registered Professio Texas No. 5527 PICHA,14.)K N Page 2 of 2 GORRONDONA & A SSOCIATFS. INC, (707 FiRENTWOOD STAIR R D. SUITE 50 FORT WORTI, TEXAS 70112 817-496.1424 FAX 81 7-196-1768 9T2.txt Dirks Rd Project Thu Feb 25 11:16:48 2010 Lot: P-2TC PT2 PNT 11058 11057 11056 11063 11064 11065 11058 Closure Error Distance> 0.00000 Total Distance> 1353.986 LOT AREA: 13057 SQ FT OR 0.300 ACRES Bearing S 3001'31.9" S 14'58104.8" N 74'36'36.0" N 11°58'04.0" N 30°01'31.9" S 75°01'08,6" 5 Distance 56.575 594.646 20.001 586.181 68.296 28.287 Northing 6920798.332 6920749.349 6920174,879 6920180,221 6920746.513 6920805.644 6920798.332 Easting 2303215.207 2303243.516 2303689.932 2303070.657 2303222.056 2303187.881 2303215.207 Page 1 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 GEOTECHNICAL STUDY DIRKS ROAD - EAST FORT WORTH, TEXAS SUBMITTED TO KENNEDY CONSULTING, LTD. 1871 HARROUN AVENUE, SUITE 101 MCKINNEY, TEXAS 75069 BY HVJ ASSOCIATES, INC. DALLAS, TEXAS MARCH 15, 2013 REPORT NO. DG-08-17000-BG1 CONTENTS Page EXECUTIVE SUMMARY 1 2 INTRODUCTION 1 2.1 Project Description 1 2.2 Geotechnical Investigation Program 1 3 FIELD INVESTIGATION 1 3.1 Geotechnical Borings 1 3.2 Sampling Methods 2 3.3 Water Level Measurements 2 4 LABORATORY TESTING 2 5 SITE CHARACTERIZATION 3 5.1 General Geology 3 5.2 Soil Stratigraphy 3 5.3 Groundwater Conditions 4 5.4 Sulfate, Chloride and pH Analysis Test Results 4 6 PAVEMENT DESIGN RECOMMENDATIONS 4 7 DRILLED SI IAPIRETAINING WALL RECOMMENDATIONS 8 7.1 General 8 7.2 Drilled Shaft Wall 8 8 CANTILEVERED SPREAD FOOTING RETAINING WALL 10 8.1 General 10 8.2 Allowable Bearing Pressure, Passive Earth Pressures and Friction Factor 10 8.3 Lateral Pressures on Retaining Walls 10 8.4 Cantilever Retaining Wall Backfill 11 9 BRIDGE FOUNDATION RECOMMENDATIONS 11 9.1 General 11 9.2 Foundation 11 9.3 Drilled Shaft Axial Capacity 11. 9.4 Lateral Capacity 12 9.5 Group Effects 12 9.6 Settlement 12 9.7 Drilled Shaft Construction Recommendations 13 10 SITE PREPARATION 13 ILLUSTRATIONS Plate GEOLOGY MAP 1 PLAN OF BORINGS 2A — 2H APPENDICES Appendix PHASE I BORING LOGS & KEY TO TERMS USED ON BORING LOGS A PHASE II BORING LOGS & KFY TO TERMS USED ON BORING LOGS B PYWALL 3.0 RUNS C LPILE PARAMETERS D SWELL TESTS E SULFATE, CHLORIDE AND PH TEST RESULTS F approximately 3 feet. This limestone layer at R-8 is followed by fat clay and lean clay with sand to the termination depth of 10 feet. W-1 and W-2: The subsurface soil for boring W-1 consists of a thin layer of approximately one foot of fill material comprising of poorly graded gravel with clay, followed by stiff to very stiff fat clay to a depth of approximately 10 feet, followed by hard shaley fat clay to a depth of 20 feet. A layer of hard limestone exists below a depth of 20 feet to the termination depth of 30 feet. The subsurface soil for boring W-2 consists of stratified layers of both sandy lean clay and fat clay from the bottom of the asphalt pavement to a depth of six feet below existing grade. The asphalt pavement thickness is approximately 8" (inches). Underlying this stratum is fat clay with shale deposits which extends to a depth of approximately 23 feet. A layer of hard shale extends from approximately a depth of 23 feet to the depth at which the boring was terminated. BB-1 through BB-9: The subsurface stratigraphy for BB-1 through BB-9 consists of soft to hard cohesive soils, followed by weathered limestone to a depth of approximately 15 feet at borings BB-1 to BB-3, and approximately 19 to 23 feet at borings BB-4 to BB-9, followed by hard to very hard limestone to the maximum termination depth of 30 feet at all boring locations. 2. Groundwater was not encountered during the drilling operations. However, it should be noted that moisture conditions encountered at the time of drilling may not accurately reflect the true groundwater conditions, and therefore should only be considered to be approximate. It should also be noted that groundwater levels will fluctuate with seasonal changes in climatic conditions. 3. Pavement design recommendations were provided for a rigid concrete pavement based on City of Fort Worth Pavement Design Standards Manual and assuming the streets are classified as Arterial. 4. Pavement design recommendations were provided for a flexible pavement transition section for a design life of one year based on City of Fort Worth Pavement Design Standards Manual and assuming the streets are classified as Arterial. 5. Retaining wall recommendations were provided for drilled shaft piers using PYWALL 3.0. The recommended drilled shaft piers diameters and lengths are provided in the full report. 6. The drilled shaft capacities for the bridge foundations were calculated at each bridge boring location using the procedures described in the Texas Department of Transportation Geotechnical Manual. Recommendations for foundations design are provided in this report. Please note that this executive summary does not fully relate our findings and opinions. Those findings and opinions are only presented through our full report. ii 3.2 Sampling Methods Soil samples were obtained continuously to a depth of 10 feet below existing grade and then at 5 feet intervals until termination depth. Cohesive soil samples were obtained with a three-inch, thin - walled (Shelby) tube sampler in general accordance with ASTM D-1587 standard. Granular soils were sampled with the Standard Penetration Test (SPT) sampler in accordance with ASTM D1586 standard. Each sample was removed from the sampler in the field, carefully examined, and classified according to the Unified Soils Classification System. The shear strengths of the cohesive soils were estimated in the field with a pocket penetrometer. Suitable portions of each sample were each sealed and placed in wax -coated boxes for transportation to our laboratory. When rock was encountered, a TxDOT cone penetrometer test was performed in intervals of five feet or. less. This test consists of the driving of a 3-inch diameter cone with a 170-pound hammer, which is dropped from a distance of two feet. Once seated, the cone is driven either with 100 total blows or over an interval of 12 inches, whichever occurs first. In softer material, the cone is driven in two consecutive, 6-inch increments; the blow count required to drive the sampler over each increment is recorded. In hard materials, the cone is driven in two iterations of 50 blows from the hammer; the penetration in inches resulting from each iteration of 50 blows is recorded. The number of blows for each 6-inch increment and/or the amount of penetration for each 50-blow iteration is presented on the boring logs presented in Appendices A and B. 3.3 Water Level Measurements Groundwater was not encountered during the drilling operations. However, it should be noted that moisture conditions encountered at the time of drilling may not accurately reflect the true groundwater conditions, and therefore should only be considered to be approximate. It should also be noted that groundwater levels will fluctuate with seasonal changes in climatic conditions. 4 LABORATORY TESTING Selected soil samples were tested in the laboratory to determine applicable physical and engineering properties. All tests were performed according to the relevant ASTM Standards as listed in the table below. These tests consisted of measurements of moisture content, pocket penetrometer reading, percentage of particles passing the number 200 Sieve, Atterberg limits, unconfined compressive strength, dry unit weight, soluble sulfate and chloride concentration, pH level, California Bearing Ratio (CBR) and moisture -density relationship (Proctor). The Atterberg limits and percent of particles passing the number 200 sieve tests were utilized to verify the classifications made in the field according to the Unified Soils Classification System. The unconfined compression tests were performed to obtain the undrained shear strength of the soil. Moisture density relationship and CBR tests were performed to estimate the subgrade characteristics for pavement design. Laboratory test results including the moisture contents, Atterberg limits, and shear strengths, are presented on the boring logs that are provided in Appendices A and B. Swell test results are presented in Appendix E. Sulfate test results are presented in Appendix F. 2 was observed at R-8 at a depth starting at approximately 3 feet. This limestone layer at R-8 is followed by fat clay and lean clay with sand to the termination depth of 10 feet. W-1 and W-2: The subsurface soil for boring W-1 consists of a thin layer of approximately one foot of fill material comprising of poorly graded gravel with clay, followed by stiff to very stiff fat clay to a depth of approximately 10 feet, followed by hard shaley fat clay to a depth of 20 feet. A layer of hard limestone exists below a depth of 20 feet to the termination depth of 30 feet. The subsurface soil for boring W-2 consists of stratified layers of both sandy lean clay and fat clay from the bottom of the asphalt pavement to a depth of six feet below existing grade. The asphalt pavement thickness is approximately 8" (inches). Underlying this stratum is fat clay with shale deposits which extends to a depth of approximately 23 feet. A layer of hard shale extends from approximately a depth of 23 feet to the depth at which the boring was terminated. BB-1 through BB-9: The subsurface stratigraphy for BB-1 through BB-9 consists of soft to hard cohesive soils, followed by weathered limestone to a depth of approximately 15 feet at borings BB-1 to BB-3, and approximately 19 to 23 feet at borings BB-4 to BB-9, followed by hard to very hard limestone to the maximum termination depth of 30 feet at all boring locations. Details of the subsurface stratigraphy encountered in the borings are shown on the boring logs presented in Appendices A and B. 5.3 Groundwater Conditions Groundwater was not encountered during the drilling operations. However, it should be noted that moisture conditions encountered at the time of drilling may not accurately reflect the true groundwater conditions, and therefore should only be considered to be approximate. It should also be noted that groundwater levels will fluctuate with seasonal changes in climatic conditions. 5.4 Sulfate, Chloride and pH Analysis Test Results The results of sulfate and chloride analysis performed on in -situ moist sample are presented below. Total Sulfate Total Chloride pH Boring No. Depth (feet) (mg/kg) (mg/kg) (pH Units) R-8, R-9, B-1 to B- 1 3 31.2 BRL 8.47 5, W-1 and W-2 The results of sulfate analysis based on test method E300 performed on in -situ moist sample show that the concentration of available sulfate in the soil is low. The threshold/trigger level of sulfate that can lead to expansive mineral (Ettringite) formation is >1000 ppm (or 1000 mg/kg). 6 PAVEMENT DESIGN RECOMMENDATIONS 6.1 General Refer to Pavement Design Report dated March 20, 2012 for pavement design recomendations. 4 PAGE INTENTIONALLY LEFT BLANK 7 DRILLED SHAFT RETAINING WALL RECOMMENDATIONS 7.1 General The recommendations presented below address the option of constructing drilled shafts wall between approximate stations 156+00 and 163+00 within Texas Department of Transportation (TxDOT) right-of-way, and between approximate stations 155+00 and 156+00 within the Railroad right-of-way. Within TxDOT right-of-way, we understand that the wall will have a maximum height of 12 feet with a minimum embedment of 2 feet below finished grade. 7.2 Drilled Shaft Wall In this approach closely -spaced drilled shafts are constructed and form the temporary excavation retention system. Once the excavation is complete precast panels are placed to close the gap between the shafts and provide an architectural finish. Drilled shaft retaining walls can be constructed immediately adjacent to the edge of right-of-way. If necessary, the lateral movement of tall drilled shaft walls can be reduced by including lateral support for the wall through internal bracing, tiebacks or deadman anchors. 8 8 CANTILEVERED SPREAD FOOTING RETAINING WALL 8.1 General The recommendations presented below address the option of constructing cantilevered spread footing retaining walls for walls that are less than 5 feet tall. 8.2 Allowable Bearing Pressure, Passive Earth Pressures and Friction Factor The soils expected within the foundation zone of the structures are mostly cohesive. For a spread footing, an allowable bearing pressure of 1500 psf can be used. This bearing pressure includes a factor of safety of 3. The recommended bearing capacity assumes that the base of the excavation is adequately dewatered, and that the bearing surface is relatively dry and undisturbed. The weight of soil may be taken as 125 pcf for soils above the water table and 65 pcf for soils below the water table. Horizontal loads acting on retaining walls will be resisted by the passive earth pressure and friction along the base of the wall. A friction factor of 0.28 can be used. The allowable lateral sliding resistance can be calculated by multiplying the weight of the mass above the wall base by the friction factor, and adding an allowance for any passive resistance. Passive resistance can be calculated assuming a pressure distribution developed by a fluid with equivalent density of 300 pcf (Kp =2.4). If the area adjacent to the bottom face of the wall is not paved, the passive resistance should be ignored. For the purpose of designing against sliding, it may be assumed that passive earth pressure and friction resisting forces occur simultaneously. 8.3 Lateral Pressures on Retaining Walls The pressure which soil can be expected to exert on a retaining wall is mainly a function of the type of backfill and its method of placement. Over -compaction of backfill behind walls and utilization of highly plastic expansive clay backfill are practices that generally produce the highest wall pressures and should be avoided. In these conditions horizontal earth pressures exceeding the vertical earth pressure can be expected. Backfill selection and method of placement are critical design assumptions for the retaining walls. Design lateral pressures for retaining walls may be calculated for each backfill type using the following equivalent fluid densities for drained level backfill shown in following table: Fill Type Equivalent Fluid Density (pcf) Little Wall Some Wall Movement Allowed Movement Allowed Select Cohesive Soil (PI<20) Bank Sand On Site Cohesive Soil (PI>20) 70 45 40 90 40 55 In the table the lower design earth pressures that allow for some wall movement can be used if wall slopes of 1 inch in 20 feet of height are tolerable. If less wall movement is needed then the higher design pressures should be used. 10 -1— Drilled Shaft Axial Capacity at the Indicated Depths Borin No. g Intact Rock Depth (ft) Minimum Recommended Shaft Tip Depth (ft) Side Friction in Intact Rock (tsf) End Bearing in Intact Rock (tsf) B-1 15 25 2.4 24 B-2 20 30 2.0 20 B-5 15 25 2.8 28 Allowable compressive capacity due to skin friction may be calculated from the table by reading the accumulative skin friction value corresponding to the tip penetration of the shaft and multiplying the value by the shaft perimeter. The skin friction corresponding to the top 15 feet at B-1, the top 20 feet of soil at B-2, and the top 15 feet at B-5 should be disregarded in the calculation of the cumulative skin friction of the drilled shaft at each of these locations. Also the lower one shaft diameter should be ignored in skin friction. 9.4 Lateral Capacity Foundation elements often have to withstand significant lateral loads in addition to axial loads. Wind forces on bridges and large overhead signs are forms of lateral loading. Lateral loads on a drilled shaft or driven piles will be countered by the mobilization of resistance in the surrounding soils as the shaft deflects. The lateral load capacity of the shaft or pile, therefore, will depend on its relative stiffness, and the strength of the surrounding soils. A rational analysis of a problem involving lateral loading on a pile or shaft must consider the interaction of the soil and the structure. Equilibrium of forces and compatibility of displacements throughout the total system are the two fundamental conditions that are to be satisfied in the analysis. If high lateral loads must be resisted with vertical shafts, lateral load analysis should be performed using software analysis such as LPILE. The input parameters that may be used for LPILE lateral load analysis are presented in Appendix D. 9.5 Group Effects Groups of shafts should have a center -to -center spacing of at least 2.5D when designing foundations using one row group of shafts and 3D for foundations using two or more rows of shafts where D is the diameter of the shaft. For greater spacing, the total capacity will be equal to the sum of the capacities of the individual shafts in thc group. The group capacity may be less than thc sum of individual capacities at closer spacing. If spacing smaller than 3D is planned, HVJ Associates, Inc. should be contacted to assess group capacity. 9.6 Settlement Movements will consist generally of elastic shortening of the shaft and soil deformation at the shaft tip. It is our opinion that shaft head settlement will be less than 0.5 inch at interior bent foundation locations if the shafts are terminated in rock. We estimate the settlement to happen immediately in the rock and sand layers, and to happen gradually in the clay layers. Usually the settlement takes several months in the clay layers and it will depend on the size of the shafts and applied loads. 12 11.2 Construction Materials Testing We recommend that backfill be monitored by an accredited testing laboratory to verify that construction is performed in conformance with project specifications. HVJ Associates routinely provides these services and would be pleased to do so for this project. 12 DESIGN REVIEW HVJ Associates, Inc. should review the design and construction plans and specifications prior to release to make certain that the geotechnical recommendations and design criteria presented herein have been properly interpreted. 13 LIMITATIONS This investigation was performed for the exclusive use of Kennedy Consulting, Ltd. for the proposed East Dirks Road in Fort Worth, Texas. HVJ Associates, Inc. has endeavored to comply with generally accepted geotechnical engineering practice common in the local area. HVJ Associates, Inc. makes no warranty, express or implied. The analyses and recommendations contained in this report are based on data obtained from subsurface exploration, laboratory testing, the project information provided to us and our experience with similar soils and site conditions. The methods used indicate subsurface conditions only at the specific locations where samples were obtained, only at the time they were obtained, and only to the depths penetrated. Samples cannot be relied on to accurately reflect the strata variations that usually exist between sampling locations. Should any subsurface conditions other than those described in our boring logs be encountered, HVJ Associates, Inc. should be immediately notified so that further investigation and supplemental recommendations can be provided. 14 RAWING NO PROJECT NO.:DG-08-17000 0 FT 0 0 N C H uJ UJ Z 0 tr) t-- TEMPORARY CONSTRUCTION EASEM , 1 . . . . iZln°1 (N3-N0-1.0-dMS49080 'ON 10VHINO0 Norion8IsNoo dMS - 184 H5 335) OL'90+091 VIS 3NI1 Holm TEMPORARY CONSTRUCTION co csi w q PROJECT NO.: DG-08-17000 DATE: 12/28/12 PROJECT NO.: DG-08-17000 » * Project: EAST DIRKS ROAD Boring No.: B-1 Groundwater during drilling Dry Groundwater after drilling: Dry LOG OF BORING Drill Date: 8/26/2009 Northing: 6,920,090.0 Easting: 2,303,215.0 Project No.: DG-08-17000 Elevation: 757.483 feet Station: Dirks Rd 156+25.91 Offset: 15.72' LT ELEV. DEPTH, FEET SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA SOIL/ROCK CLASSIFICATION w Z W Qo Q. N e0 z Z▪ LL 00 >- 0 O LOG OF SOIL BORING DG-08-17000 EAST DIRKS ROAD.GPJ HVJ.GDT 3/15/13 —0 755 - 750 - -5 - 10 745 - - 15 740 - - 20 735 - THD 16/6" 13/6" J THD 50/1.75" , 50/2.125" I THD 50/1.0" II I 50/0.375" I I ' _ I _ I J _ I -25 1 L. Shear Types: 4" of ASPHALT 8" of BASE MATERIAL (fill) Moist dark brown CLAYEY SAND (SC) -with gravel • = H Slightly compact, moist to dry, dark brown CLAYEY SAND (SC) -with limestone deposits Very stiff to hard, moist, dark brown SANDY LEAN CLAY (CL) Hard, tan, weathered LIMESTONE Very hard, light gray LIMESTONE -with pockets of shale 45 97 111 SHEAR STRENGTH, TSF • ■ ♦ yrC 0.5 1.0 1.5 2.0 1 1 1 1 1 1 1 1 1 MOISTURE 0 CONTENT, PLASTIC LIMIT I LIQUID LIMIT 10 20 30 40 50 60 70 80 90 • • • and Penet. See Plate 2 for boring locat ion. = Torvane ® = Unconf. Comp. IE = UU Triaxial PLATE A-1 a Project: EAST DIRKS ROAD Boring No.: B-2 Groundwater during drilling. Dry Groundwater after drilling: Dry LOG OF BORING Drill Date: 8/25/2009 Northing: 6,920,051.0 Easting: 2,303,292.0 Project No.: DG-08-17000 Elevation: 761.927 feet Station: Dirks Rd 157+09.52 Offset: 1.95' RT ELEV. DEPTH, FEET SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA SOIL/ROCK CLASSIFICATION w Z w (7)( < n. zz z LL 00 CI LOG OF SOIL BORING DG-08-17000 EAST DIRKS ROAD.GPJ HVJ.GDT 3/15/13 —o 760 —N- 755 - 5 ' --10 750 — 745 - 15 - 20 740 — - - 25 0 THD 50/5.0" I , 39/7.0" 1 THD 50/2.0" 50/1.0" 4" of ASPHALT PAVEMENT 8" of BASE MATERIAL (fill) Dry, SILTY SAND WITH GRAVEL (SM) (fill) Shear Types: 0 = H Stiff to Very stiff, very moist, dark brown and gray FAT CLAY (CH) wl sand -with limestone fragments Stiff to hard, moist, reddish brown and gray FAT CLAY (CH) Soft, tan, LIMESTONE -with clay layers Hard, light gray LIMESTONE Hard, medium gray, SHALE -with limestone deposits Hard to very hard, gray LIMESTONE -with shale lenses 78 78 91 105 110 SHEAR STRENGTH, TSF 0.5 1.0 1.5 2.0 1 1 1 1 1 1 1 1 1 MOISTURE 0 CONTENT, % PLASTIC LIMIT LIQUID LIMIT 10 20 30 40 50 60 70 80 90 • • 1 1 • See Plate 2 for boring locat nd Penet. = Torvane ® = Unconf. Comp. NE = UU Triaxial on. PLATE A-2a Project: EAST DIRKS ROAD Boring No.: B-3 Groundwater during drilling Dry Groundwater after drilling: Dry ELEV. DEPTH, FEET SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA LOG OF BORING Project No.: DG-08-17000 Drill Date: 8/21/2009 Elevation: 765.504 feet Northing: 6,921,961.0 Station: -- Easting: 2,303,876.0 Offset: -- SOIL/ROCK CLASSIFICATION W (0> Z W Z/5 -65 d zz zu. oa 0 a LOG OF SOIL BORING DG-08-17000 EAST DIRKS ROAD.GPJ HVJ.GDT 3/15/13 —o 765 - -5 760 - -10 755 - - 15 750 - - 20 745 - - 25 Shear Types: =H Poorly graded SILTY SAND w/ gravel 44 Stiff to hard, dark brown, FAT CLAY (CH) 93 Hard, shaley, FAT CLAY (CH) 105 109 SHEAR STRENGTH, TSF • ■ 0.5 1.0 1.5 2.0 1 1 1 1 1 1 1 1 1 MOISTURE 0 CONTENT, % PLASTIC LIMIT I LIQUID LIMIT 10 20 30 40 50 .1 70 80 90 I b ♦ and Penet. = Torvane ♦ = Unconf. Comp. X = UU Triaxial See Plate 2 for boring locat ion. PLATE A-3 Project: EAST DIRKS ROAD Boring No.: B-5 Groundwater during drilling Dry Groundwater after drilling: Dry LOG OF BORING Drill Date: 8/26/2009 Northing: 6,920,071.0 Easting: 2,303,211.0 Project No.: DG-08-17000 Elevation: 757.583 feet Station: Dirks Rd 156+26.36 Offset: 3.71' RT ELEV. DEPTH, FEET SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA SOIL/ROCK CLASSIFICATION w zW En-- a0 N z w ❑n_ cl LOG OF SOIL BORING DG-08-17000 EAST DIRKS ROAD.GPJ HVJ.GDT 3/15/13 —o 755 - -5 750 - -10 745 - - 15 740 - 735 - - 20 Shear Types: = H THD 28/6.0" 16/6.0" THD 50/0.875" 50/0.625" THD 50/0.875" 50/0.375" Compact, tan CLAYEY SAND (SC) 22 Very stiff, moist, tan FAT CLAY (CH) 94 Hard, weathered LIMESTONE -with clay layers Hard, gray LIMESTONE with shale lenses 108 SHEAR STRENGTH, TSF 0.5 1.0 1.5 2.0 II I I III MOISTURE 0 CONTENT, % PLASTIC LIMIT LIQUID LIMIT 10 20 30 40 50 .) 70 80 90 •/ and Penet. See Plate 2 for boring Iocat on. = Torvane ♦ = Unconf. Comp. A< = UU Triaxial PLATE A-5a Project: EAST DIRKS ROAD Boring No.: R-8 Groundwater during drilling Dry Groundwater after drilling: Dry LOG OF BORING Drill Date: 8/21/2009 Northing: 6,920,215.0 Easting: 2,302,826.0 Project No.: DG-08-17000 Elevation: 753.939 feet Station: Dirks Rd 152+16.89 Offset: 33.44' LT ELEV. DEPTH, FEET SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA SOIL/ROCK CLASSIFICATION w zW F/5- < N EL o O z wo ❑0_ ›- LOG OF SOIL BORING DG-08-17000 EAST DIRKS ROAD.GPJ HVJ.GDT 3/15/13 -0 750-- 745 740 5 - ‘--10 - 15 735 -- - 20 730 25 Shear Types: THD 21/6.0" 26/6.0" THD 27/6.0" 38/6.0" Very stiff, dark grey, FAT CLAY (CH) with limestone •=H 96 88 120 SHEAR STRENGTH, TSF 111 0.5 1.0 1.5 2.0 1 I I 1 1 1 1 1 MOISTURE 0 CONTENT, To PLASTIC LIMIT 1 LIQUID LIM T 10 20 30 40 50 .1 70 80 90 and Penet. See Plate 2 for boring locat ion. = Torvane ♦ = Unconf. Comp. )1E = UU Triaxial PLATE A-6 Project: EAST DIRKS ROAD Boring No.: W-1 Groundwater during drilling Dry Groundwater after drilling: Dry LOG OF BORING Drill Date: 8/24/2009 Northing: 6,920,052.0 Easting: 2,303,351.0 Project No.: DG-08-17000 Elevation: 763.915 feet Station: Dirks Rd 157+66.76 Offset: 14.16' LT ELEV. DEPTH, FEET SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA SOIL/ROCK CLASSIFICATION w 0> Z W rn0) aQ n. N 00 z wo o0_ ›- 0 LOG OF SOIL BORING DG-O8-17000 EAST DIRKS ROAD.GPJ HVJ.GDT 3/15/13 —o 760 5 755-, 10 750 - 15 745 - 740 - 20 - 25 Shear Types: 10" of ASPHALT 2" of ROAD BASE Gray and tan POORLY GRADED GRAVEL WITH . CLAY (GP -GC) Gravel (fill) Stiff to very stiff, very moist, gray and brown FAT CLAY (CH) r50/0.25" 0),) ) r 2 THD 50/1.25" 50/0.25" • = H 94 94 Very stiff to hard, very moist, olive brown, shaley FAT CLAY (CH) Hard, light gray LIMESTONE 96 100 SHEAR STRENGTH, TSF • ■ ® X 0.5 1.0 1.5 2.0 1 1 1 1 1 1 1 1 1 MOISTURE 0 CONTENT, % PLASTIC LIMIT LIQUID LIMIT 10 20 30 40 50 60 70 80 90 0 1 • See Plate 2 for boring locat nd Penet. = Torvane ♦ = Unconf. Comp. X = UU Triaxial on. PLATE A-8a Project: EAST DIRKS ROAD Boring No.: W-2 Groundwater during drilling Dry Groundwater after drilling: Dry LOG OF BORING Drill Date: 8/24/2009 Northing: 6,920,007.0 Easting: 2,303,516.0 Project No.: DG-08-17000 Elevation: 770.451 feet Station: Dirks Rd 159+38.09 Offset: 13.81' LT ELEV. DEPTH, FEET SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA SOIL/ROCK CLASSIFICATION w (0> Z W Q O N z zu. oa ›- 0 LOG OF SOIL BORING DG-08-17000 EAST DIRKS ROAD.GPJ HVJ.GDT 3/15/13 —o 770 - -5 765 - - 10 760 - -15 755 - - 20 750 - 8" of ASPHALT Stiff, very moist, dark gray FAT CLAY (CH) Stiff, very moist, brown to olive brown FAT CLAY (CH) -with gravel Stiff, moist, olive brown SANDY LEAN CLAY (CL) -with limestone fragments THD 50/1.625" - Shear Types: = H Very stiff, moist, gray brown FAT CLAY (CH) -with shale deposits Hard, dark gray SHALE 91 89 100 113 SHEAR STRENGTH, TSF 0.5 1.0 1.5 2.0 1 1 1 1 1 1 1 1 1 MOISTURE 0 CONTENT, PLASTIC LIMIT LIQUID LIMIT 10 20 30 40 50 60 70 80 90 0 • • • • • 0 and Penet. See Plate 2 for boring locat ion. = Torvane ® = Unconf. Comp. * = UU Triaxial PLATE A-9a Clay Clayey Asphaltic Concrete SOIL SYMBOLS Soil Types Silt Sand Modifiers Si ty Sandy Construction Materials 1 • ,- (AAA A AA AA AAAA AAAA __5_f AAAA. Stabilized Fill or Base Debris Classification Clay Silt Sand Gravel Cobble Boulder dud Gravel I �o�eN Cemented Portland Cement Concrete 11 SAMPLER TYPES Thin Walled Shelby Tube Split Barrel Liner Tube LI No Recovery Auger Jar Sample WATER LEVEL SYMBOLS Groundwater level determined during drilling operations c_ Groundwater level after drilling in open borehole or piezometer SOIL GRAIN SIZE Particle Size < 0.002 mm 0.002 - 0.075 mm 0.075 - 4.75 mm 4.75 - 75 mm 75 - 200 mm > 200 mm DENSITY OF COHESIONLESS SOILS Descriptive Term Very Loose Loose Medium Dense Dense Very Dense Penetration Resistance "N" * Blows/Foot 0-4 4-10 10-30 30 - 50 > 50 Particle Size or Sieve No. (U.S. Standard) < 0.002 mm 0.002 mm - #200 sieve #200 sieve - #4 sieve #4 sieve - 3 in. 3 in. - 8 in. > 8 in. CONSISTENCY OF COHESIVE SOILS Consistency Very Soft Soft Firm Stiff Very Stiff Hard PENETRATION RESISTANCE 3/6 Blows required to penetrate each of three consecutive 6-inch increments per ASTM D-1586 * 50/4" If more than 50 blows are required, driving is discontinued and penetration at 50 blows is noted 0/18" Sampler penetrated full depth under weight of drill rods and hammer * The N value is taken as the blows required to penetrate the final 12 inches TERMS DESCRIBING SOIL STRUCTURE Slickensided Fracture planes appear polished or glossy, sometimes striated Fissured Breaks along definite planes of fracture with little resistance to fracturing Inclusion Small pockets of different soils, such as small lenses of sand scattered through a mass of day Parting Inclusion less than 1/4 inch thick extending through the sample Seam Inclusion 1/4 inch to 3 inches thick extending through the sample Layer Inclusion greater than 3 inches thick extending through the sample Laminated Soil sample composed of alternating partings of different soil type Stratified Soil sample composed of alternating seams or layers of different soil type Intermixed Calcareous Ferrous Nodule Undrained Shear Strength (tsf) 0 - 0.125 0.125 - 0.25 0.25 - 0.5 0.5 - 1.0 1.0 - 2.0 > 2.0 Soil sample composed of pockets of different soil type and laminated or stratified structure is not evident Having appreciable quantities of calcium carbonate Having appreciable quantities of iron A small mass of irregular shape 9200 King Arthur Dr. Dallas, TX 75247 214-678-0227 214-670-0227 Fax KEY TO TERMS AND SYMBOLS USED ON BORING LOGS PROJECT NO.: DG0817000 DRAWING NO.: PLATE A-10 APPENDIX B PHASE II BORING LOGS & KEY TO TERMS USED ON BORING LOGS DRILLING LOG 2 of 2 WinCore Version 3.1 County Fort Worth Highway Dirks Road CSJ Hole BB-1 Structure Retaining Wall Station Offset District Fort Worth Date 12-10-12 Grnd. Elev. 100.00 ft GW Elev. N/A Elev. (ft) L 0 G Texas Cone Penetrometer Strata Description Triaxial Test Lateral Deviator Press. Stress (psi) (psi) Properties Wet MC LL PI Den. (pcf) Additional Remarks LIMESTONE, hard to very hard, gray T t t ii 25 ■ • 50 (1.5) 50 (1) ini J . 30 �� 5 50 (0.75) 50 (0.25 69.5 51 35 40 Remarks: PP: Pocket penetrometer readings in tsf. Elevation was assumed. Survey information was not available at the time of preparing boring logs. The ground water elevation was not determined during the course of this boring. Driller: Gedco Logger: Tracy Organization: HVJ Associates, Inc. G:\DALLAS\DAL PS\GEO\PROJECTS\08\DG-08-17000, Dirks Road, Kennedy Consulting EngineedAdditional Work\Dirks Road RW.CLG DRILLING LOG 2 of 2 WinCore Version 3.1 County Fort Worth Highway Dirks Road CSJ Hole BB-2 Structure Retaining Wall Station Offset District Fort Worth Date 12-10-12 Grnd. Elev. 100.00 ft GW Elev. N/A Elev. (ft) L 0 G Texas Cone Penetrometer Strata Description Triaxial Test Lateral Deviator Press. Stress (psi) (psi) Properties Wet MC LL PI Den. (pcf) Additional Remarks jTel LIMESTONE, hard to very hard, gray T`r _-rTz rt — L 1 1 —lr or 50 (1.25) 50 (0.5) 25 rr 1 �1. r 30 }} 5 50 (0.75) 50 (0.5) 69.5 35 — 40 Remarks: PP: Pocket penetrometer readings in tsf. Elevation was assumed. Survey information was not available at the time of preparing boring Togs. The ground water elevation was not determined during the course of this boring. Driller: Gedco Logger: Tracy Organization: HVJ Associates, Inc. G:\DALLAS\DAL PS\GEO\PROJECTS\08\DG-08-17000, Dirks Road, Kennedy Consulting Engineer\Additional Work\Dirks Road RW.CLG 2 of 2 WinCore Version 3.1 County Fort Worth Highway Dirks Road CSJ DRILLING LOG Hole BB-3 Structure Retaining Wall Station Offset District Fort Worth Date 12-10-12 Grnd. Elev. 100.00 ft GW Elev. N/A Elev. (ft) L O G Texas Cone Penetrometer Strata Description Triaxial Test Lateral Deviator Press. Stress (psi) (psi) Properties Wet MC LL PI Den. (pcf) Additional Remarks 1 LIMESTONE, hard to very hard, gray, shaley r1T rir rtLr 1l t� r r Yl 25 50 (1) 50 (0.5) 1_ i _t Jp 30 50 (0.5) 50 (0.5) 69.5 35 — 40 — Remarks: PP: Pocket penetrometer readings in tsf. Elevation was assumed. Survey information was not available at the time of preparing boring Togs. The ground water elevation was not determined during the course of this boring. Driller: Gedco Logger: Tracy Organization: HVJ Associates, Inc. G:\DALLAS\DAL PS\GEO\PROJECTS \08\DG-O8-17000, Dirks Road, Kennedy Consulting Engineer\Additional Work\Dirks Road RW.CLG 2 of 2 WinCore Version 3.1 County Fort Worth Highway Dirks Road CSJ DRILLING LOG Hole BB-4 Structure Retaining Wall Station Offset District Fort Worth Date 11-21-12 Grnd. Elev. 100.00 ft GW Elev. N/A Elev. (ft) L 0 G Texas Cone Penetrometer Strata Description Triaxial Test Deviator Press.Lateral Stress (psi) (psi) Properties Wet MC LL PI Den. (pct.) Additional Remarks 1 LIMESTONE, hard to very hard, gray 25 50 (0.5) 50 (0.5) 30 T 50 (0.5) 50 (0.25) 69.5 35 40 Remarks: PP: Pocket penetrometer readings in tsf. Elevation was assumed. Survey information was not available at the time of preparing boring logs. The ground water elevation was not determined during the course of this boring. Driller: Gedco Logger: Ricky Organization: HVJ Associates, Inc. G:\DALLAS\DAL PS\GEO\PROJECTS\08\DG-08-17000, Dirks Road, Kennedy Consulting Engineer\Additional Work\Dirks Road RW.CLG 2 of 2 WinCore Version 3.1 County Fort Worth Highway Dirks Road CSJ DRILLING LOG Hole BB-5 Structure Retaining Wall Station Offset District Fort Worth Date 11-21-12 Grnd. Elev. 100.00 ft GW Elev. NIA Elev. (ft) L 0 G Texas Cone Penetrometer Strata Description Triaxial Test Lateral Deviator Press. Stress (psi) (psi) Properties Wet MC LL PI Den. (pcf) Additional Remarks LIMESTONE, hard to very hard, - T�I gray L _LTL L1L —II — r l 25 _ 50 (0.75) 50 (0.25 1Tti — t l „L i I rI 30 — I 50 (0.5) 50 (0.125 69.5 35 — 40 — Remarks: PP: Pocket penetrometer readings in tsf. Elevation was assumed. Survey information was not available at the time of preparing boring logs. The ground water elevation was not determined during the course of this boring. Driller: Gedco Logger: Ricky Organization: HVJ Associates, Inc. G:\DALLAS\DAL PS\GEO\PROJECTS\08\DG-O8-17000, Dirks Road, Kennedy Consulting Engineer\Additional Work\Dirks Road RW.CLG DRILLING LOG 2 of 2 WinCore Version 3.1 County Fort Worth Highway Dirks Road CSJ Hole BB-6 Structure Retaining Wall Station Offset District Fort Worth Date 11-21-12 Grnd. Elev. 100.00 ft GW Elev. NIA Elev. (ft) L 0 G Texas Cone Penetrometer Strata Description Triaxial Test Lateral Deviator Press. Stress (psi) (psi) Properties Wet MC LL PI Den. (pcO) Additional Remarks tl Ir Ii u t LIMESTONE, soft, tan, weathered L 77. r i II ,I, iI rrr LIMESTONE, hard to very hard, gray 25 _i. l 50 (0.25) 50 (0.251 1 .111 lir I 3TL 1 I. f ;1 50 (0.25) 50 (0.125) 30 i4 69.5 I I 35 — 40 — Remarks: PP: Pocket penetrometer readings in tsf. Elevation was assumed. Survey information was not available at the time of preparing boring logs. The ground water elevation was not determined during the course of this boring. Driller: Gedco Logger: Ricky Organization: HVJ Associates, Inc. G:\DALLAS\DAL PS\GEO\PROJECTS\08\DG-08-17000, Dirks Road, Kennedy Consulting EngineerWdditional Work\Dirks Road RW.CLG 2 of 2 WinCore Version 3.1 County Fort Worth Highway Dirks Road CSJ DRILLING LOG Hole BB-7 Structure Retaining Wall Station Offset District Fort Worth Date 11-21-12 Grnd. Elev. 100.00 ft GW Elev. N/A Elev. (ft) L 0 G Texas Cone Penetrometer Strata Description Triaxial Test Lateral Deviator Press. Stress (psi) (psi) Properties Wet MC LL PI Den. (pcf) Additional Remarks 1 I LIMESTONE, soft, tan, weathered It r+ —Ii zr- } 77. r LIMESTONE, hard to very hard, gray cr 25 — j1 50 (0.25) 50 (0.125) 1y r_ 1J r 1 21 ,, 50 (0.125) 50 (0.125) 30 69.5 � I 35 — 40 — Remarks: PP: Pocket penetrometer readings in tsf. Elevation was assumed. Survey information was not available at the time of preparing boring logs. The ground water elevation was not determined during the course of this boring. Driller: Gedco Logger: Ricky Organization: HVJ Associates, Inc. G:\DALLAS\DAL PS\GEO\PROJECTS\08\DG-08-17000, Dirks Road, Kennedy Consulting Engineer\Additional Work\Dirks Road RW.CLG 2 of 2 WinCore Version 3.1 County Fort Worth Highway Dirks Road CSJ DRILLING LOG Hole BB-8 Structure Retaining Wall Station Offset District Fort Worth Date 11-21-12 Grnd. Elev. 100.00 ft GW Elev. N/A Elev. (ft) L 0 G Texas Cone Penetrometer Strata Description Triaxial Test Lateral Deviator Press. Stress (psi) (psi) Properties Wet MC LL PI Den. (pcf) Additional Remarks _-r t r oil di LIMESTONE, soft to very hard, gray III l l I1 ft 1' i 50 (0.125) 50 (0.125) 25—it l l ill 1, I 11' l� .a r' JJ. 30 50 (0.125) 50 (0.125) 69.5 35 — 40 — Remarks: PP: Pocket penetrometer readings in tsf. Elevation was assumed. Survey information was not available at the time of preparing boring logs. The ground water elevation was not determined during the course of this boring. Driller: Gedco Logger: Ricky Organization: HVJ Associates, Inc. G:\DALLAS\DAL PS\GEO\PROJECTS\08\DG-08-17000, Dirks Road, Kennedy Consulting Engineer Additional Work\Dirks Road RW.CLG 2 of 2 WinCore Version 3.1 County Fort Worth Highway Dirks Road CSJ DRILLING LOG Hole BB-9 Structure Retaining Wall Station Offset District Fort Worth Date 11-21-12 Grnd. Elev. 100.00 ft GW Elev. N/A Elev. (ft) L 0 G Texas Cone Penetrometer Strata Description Triaxial Test Lateral Deviator Press. Stress (psi) (psi) Properties Wet MC LL PI Den. (pcf) Additional Remarks CLAY, fat, soft very stiff, olive brown and gray (CH) 78' LIMESTONE, hard to very hard, gray 25 50 (0.25) 50 (0.25 t r� rr 30 69.5 : t 5 50 (0.125) 50 (0.125) 35 — 40 — Remarks: PP: Pocket penetrometer readings in tsf. Elevation was assumed. Survey information was not available at the time of preparing boring logs. The ground water elevation was not determined during the course of this boring. Driller: Gedco Logger: Ricky Organization: HVJ Associates, Inc. G:\DALLAS\DAL PS\GEO\PROJECTS\08\DG-08-17000, Dirks Road, Kennedy Consulting Engineer\Additional Work\Dirks Road RW.CLG Limestone Weathered Limestone Highly Weathered Limestone ROCK TYPES Shale Weathered Shale Dolomite SOLUTION AND VOID CONDITIONS Void Interstice; a general term for pore space or other openings in rock. Cavities Small solutional concavities. Vuggy Containing small cavities, usually lined with a mineral of different composition from that of the surrounding rock. Vesicular Containing numerous small, unlined cavities, formed by expansion of gas bubbles or steam during solidification of the rock. Porous Containing pores, interstices, or other openings which may or may not interconnect. Cavernous Containing cavities or caverns, sometimes quite large. Most frequent in limestones and dolomites. SPACING Very Close Close Medium Close Wide REFERENCES: <2" 2"-12" 12"-3' > 3' Sandstone Weathered Sandstone Granite SAMPLER TYPES Thin -Walled Tube Rl Standard Penetration Test THD Cone Penetration Test 1I Rock Core Auger Sample Bag Sample Very Soft Soft Moderately Hard Hard Very Hard HARDNESS Can be carved with a knife, broken with finger pressure, or UCS less than 30 tsf Can be gouged or grooved readily with a knife, or UCS between 30 and 100 tsf Can be scratched easily with a knife, or UCS between 100 and 250 tsf Can be scratched rarely with a knife, or UCS greater than 250 tsf Cannot be scratched with a knife WEATHERING GRADES OF ROCKMASS (1) Slightly Moderately Highly Completely Residual Soil JOINT DESCRIPTION INCLINATION Horizontal Shallow Moderate Steep Vertical (1) British Standard (1981) Code of Practice for Site Investigation, BS 5930. (2) The Bridge Div., Tx. Highway Dept. Foundation Exploration & Design Manual, 2nd Division, revised June, 1974. Information on each boring log is a compilation of subsurface conditions and soil and rock classifications obtained from the field as well as from laboratory testing of samples. Strata have been interpreted by commonly accepted procedures. The stratum lines on the logs may be transitional and approximate in nature. Water level measurements refer only to those observed at the times and places indicated, and may vary with time, geologic condition or construction activity. 0-5 5-35 35-65 65-85 85-90 Discoloration indicates weathering of rock material and discontinuity surfaces. Less than half of the rock material is decomposed or disintegrated to a soil. More than half of the rock material is decomposed or disintegrated to a soil. All rock material is decomposed and/or disintegrated into soil. The original mass structure is still largely intact. All rock material is converted to soil. The mass structure and material fabric are destroyed. SURFACES Slickensided Smooth Irregular Rough Polished, grooved Planar Undulating or granular Jagged or pitted BEDDING THICKNESS (2) Very Thick Thick Thin Very Thin Laminated Thinly Laminated > 4' 2'-4' 2"-2' 1/2"-2" 0.08"-1/2" <0.08" 8701 John Cegwvcr I'xy 6 im 256 naL . i X 75247 214678 0227 Ph 214678028E14 KEY TO TERMS AND SYMBOLS USED ON BORING LOGS PROJECT NO.: DG-08-17000 DRAWING NO.: PLATE B-11 Wall Height =Oft.Shaft [Ua.=3Oin, Shaft Center toCenter Spacing =MUin, Concrete Comp. Strength =30UOpsi ° ~ Deflection (in) o mm 0.0* o»o mm , — `'— ` Bending Moment (in -kips) ' J, | � " A Shear (kips) -m o m � / � � Rending Moment (in -kips) Wall Height = 12 ft, Shaft Diameter = 24 in, Shaft Center to Center Spacing = 48 in, Concrete Comp. Strength = 3600 psi Deflection (in) 0 0.5 Shear (kips) -40 -20 0 20 40 c L T1 iTT-i-T-T'I-1-i-f--1", T. Y v Curve Bending Moment (in -kips) Shear (kips) Wall Height = 12 ft, Shaft Dia = 36 in, Center to Center Spacing = 84 in, Concrete Comp. Strength = 3600 psi Deflection (in) 0 0.2 0.4 0.6 d z .0 Dirks Road - East DG-08-17000 - BG1 Properties Undrained Uniaxial Eff Unit Friction p-y ; Cohesion, Strain Young's Comp. Depth Weight Angle modulus, k c Factor, E50 Mod, Er Strength RQD k_rm (ft) (Ibs/in3) (deg) (Ibs/in3) (Ibs/in2) (Ibs/in2) (Ibs/in2) (%) a Z g z g z g z 0.00025 0.00025 to o o 0 N/A N/A N/A N/A I 270890 500 80 I 0.00025 < Z N/A < z N/A 80 0) co 80 Q Z Q Z Q Z Q Z 400 400 500 Q ZZZZ Q Q Q 270890 270890 270890 Q Z Q Z O 00 O ©6 Q Z Q z Q z Q Z N/A — ti `- Q z Q z Q Z 0)o 06 Q Z `d z Q Z Q Z Q Z 30 0 co Q¢ z z 0 z 0 z z 0.078 0.078 0.072 r` co 0 0 rn co 0 0 rn 6 0 0 0.069 0.069 Top Bottom Top Bottom Top Bottom 0. 0 1- Bottom `-CO COr o N 1.0 'Ct Compact Clayey Sand Sandy Lean Clay Hard Weathered Limestone Very Hard Limestone N- N CO z O Dirks Road - East DG-08-17000 - BG1 Properties Undrained Uniaxial Eff Unit Friction p-y Cohesion, Strain Young's Comp. Depth Weight Angle modulus, k c Factor, E50 Mod, Er Strength RQD k_rm (ft) (Ibs/in3) (deg) (Ibs/in3) (Ibs/in2) (Ibs/in2) (Ibs/in2) (%) Q Z Q Z in o O 0 0.00025 I In 0 CD o 0 N/A N/A N/A ( 270890 500 80 ( 0.00025 Q Z Q Z 80 80 80 Q zz Q Z 300 300 500 N/A Q Z 270890 270890 270890 O O O O O 0 Q Z Q Z Q Z r- 17 Q Z Q Z Q Z N/A N/A < z < z < Z Q Z N/A Q Z Q Z V/N Q Z ("Nl rO O 0.067 0.069 6) CO O O) CO CD 0 0.069 Top Bottom Top Bottom Top Bottom - c V' T m O W LL Soft Limestone U) 0 y E J V as N co O z bh 0 Dirks Road - East DG-08-17000 - BG1 E LI Q z Q Z Q z Q z N O O O 10 N O O 0 reci Q z Q z Q Z Q z O CO O CO .0 Q z Q z Q z Q z 1) ti 10 _ W G O o 2 } 0 Q Z Q Z Q Z Q z rn O N O rn O 0 0 N N Q. 0 a. 0 u) 0 0 0 M Co) Co) co co co 0 O 0 co co) co (o) co 0 O 0 O O O 0 N Q z Q Z Q z Q Z 0 0 E C N Q z Q z 4 z Q z Q Z Q Z O _ • c • Q 0) 0 Q z Q z z z Q z Q z D rn • G) w 0 0) N ti O 0 N O 0 N ti O O N O O CO r 0 O co O O 0_ 0 H E 0 0 o. 0 I— E 0 0 0_ 0 E 0 0 0 a d O O CO M N O N O C4) Very state Hard Clay N Project Name: Project No. Date Tested: Technician: HVJ ASSOCIATES, INC. SWELL TEST ASTM D-4546 METHOD B Dirks Road - Last Dg-08-170000 09-14-09 KM Boring No. Sample Depth. Ring No. Date Calculated: W-2 8-10' 5 09-23-09 Swell Sample Data Sample Height (in) Diameter (in) Volume (cc) Ini ti 0.750 2.100 Fin 0.764 2.100 Wet + Ring (1.;) Dry + Ring (g) Initial 208.11 193.68 Final 211.68 193.68 Height of Solids (in) Specific Gravity Moisture Content (%) \Vet Density (pcf) Dry Density (pcf) 42.569 0.501 2.650 13.5 131.5 43.341 0.501 2.650 23.9 134.3 Ring \Vt. (g) Moisture Data (Tritnmiiigs)' \Vet + Tare (g) Dry + Tare (g) Tare (g) 118.37 161.60 141.63 30.81 118.37 LL, PI 115.9 108.4 Moisture Content (%) 18.0 Hand Pei so Date Time Elapsed Time ( ) Load (psI Swell' Readings (in) 9/14/2009 15:10 0.0 1250 0.0622 9/14/2009 15:15 5.0 1250 0.0610 9/14/2009 15:20 10.0 1250 0.0445 9/14/2009 15:25 15.0 1250 0.0441 9/14/2009 16:30 80.0 1250 0.0495 9/15/2009 7:00 950.0 1250 0.0575 9/15/2009 11:30 1220.0 1250 0.0575 9/16/2009 7:00 2390.0 1250 0.0577 9/16/2009 16:00 2930.0 1250 0.0577 Calculated by: Computed by: Checked by: DB DB '7.A 0.0181 Height Prior to g 0.7319 Swell Calculation Initial Swell Readings (in) 0.0441 Final Swell Readings (in) 0.0577 Swell (%) 1.9 Comments APPENDIX F SULFATE, CHLORIDE AND PH TEST RESULTS 18-SEP-09 Project Manager: Fadi Faraj HVJ Associates -Dallas 9200 King Arthur Dr. Dallas, TX 75247 Reference: XENCO Report No: 344295 Dirks Road Project Address: Fort Worth Fadi Faraj: We are reporting to you the results of the analyses performed on the samples received under the project name referenced above and identified with the XENCO Report Number 344295. All results being reported under this Report Number apply to the samples analyzed and properly identified with a Laboratory ID number. Subcontracted analyses are identified in this report with either the NELAC certification number of the subcontract lab in the analyst ID field, or the complete subcontracted report attached to this report. Unless otherwise noted in a Case Narrative, all data reported in this Analytical Report are in compliance with NELAC standards. Estimation of data uncertainty for this report is found in the quality control section of this report unless otherwise noted. Should insufficient sample be provided to the laboratory to meet the method and NELAC Matrix Duplicate and Matrix Spike requirements, then the data will be analyzed, evaluated and reported using all other available quality control measures. The validity and integrity of this report will remain intact as long as it is accompanied by this letter and reproduced in full, unless written approval is granted by XENCO Laboratories. This report will be filed for at least 5 years in our archives after which time it will be destroyed without further notice, unless otherwise arranged with you. The samples received, and described as recorded in Report No. 344295 will be filed for 60 days, and after that time they will be properly disposed without further notice, unless otherwise arranged with you. We reserve the right to return to you any unused samples, extracts or solutions related to them if we consider so necessary (e.g., samples identified as hazardous waste, sample sizes exceeding analytical standard practices, controlled substances under regulated protocols, etc). We thank you for selecting XENCO Laboratories to serve your analytical needs. If you have any questions concerning this report, please feel free to contact us at any time. Respectfully, Carlos Castro Managing Director, Texas Recipient of the Prestigious Small Business Administration Award of Excellence in 1994. Certified and approved by numerous Stales and Agencies. A Small Business and Minority Status Company that delivers SERVICE and QUALITY Houston - Dallas - San Antonio - Austin - Tampa - Miami - Atlanta - Corpus Christi - Latin America Page 2 of 10 Cr) 6 CI 61, 5A C cfn •� A 4.4 4.74 A1�1 W Project Id: DG08-17000 Contact: Fadi Faraj Project Location: Fort Worth Aug-24-09 11:00 Aug-24-09 11:00 .a b v G q N A t w y Analysis Requested Soil pH by EPA 9045C 0 0 00 0 0 0 0 0 cu 1 CO Total Chloride by EPA 325. 0 0 tan R E Sep-17-09 10:40 bn 0 CD c0 cat C.)aa)i oq on U .P50 Icat 0 0 v 4) Id a Project Name: Dirks Road Work Order #: 344295 Date Prepared: 0 ce Lab Batch ID: 772728 bA 0 gaa U 0 00 0 4.1 4 9 W V] Q O 44 CD • aA 00 0; 0. TA et 0 0 Sulfate by SW-846 9038 Date Analyzed: 09/17/2009 0, 0 0 r 0 Date Prepared: 0 ti Matrix: Solid Lab Batch ID: 772779 bA 0 :0 a U A oa CD a a Ago 4.1 • 0 et ^O F74 O N15.PO C4 0 �[3x HU m aa�a Pal 0 0 Total Chloride by EPA 325.3 Sample Duplicate Recovery Project Name: Dirks Road Work Order #: 344295 Lab Batch #: 772170 Date Analyzed: 09/14/2009 ZC- Sample ID: 344295-001 D D Project ID: DG08-17000 Date Prepared:09/14/2009 Analyst:ANA Matrix: Soil Batch #: 1 Reporting Units: SU SAMPLE / SAMPLE DUPLICATE RECOVERY Soil pH by EPA 9045C Analyte Parent Sample Result lAl Sample Duplicate Result IBl RPD Control Limits %RPD Flag 01 7.87 7.87 0 20 Spike Relative Difference RPD 200 * I (B-A)/(B+A) 1 All Results am based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 8 of 10 • Prelogin / Nonconformance Report - Sample Loa-ln DatefTime: O\\ oq Lab ID # : initials: 3 0\ Snraplc,,, F. -:;ceipt Checklist 1. Samples on ice? ShipitHng ccritainer.in_oc 3. Custed_y seals intact on shippi:12 container (7.or.:ile: a — Chain of Custody present? _ 5. Sample instructions com_plet.-; c,) chnin of cu:N.;c:Iv? 5. Ay missing / extra samples? 7. Chain of custody signed when reiinguishod / 8. Chain of custody agrees with samplo Yof: 9. Container labels legible and intac,t? 1 0. Sample matrix /properties agree viith chain of custody? 11. Samples in proper container / bottle? 12. Samples properly preserved? 13. Sample container intact? es/ No N/A 14. Sufficient sample amount for indicated test(sl? 15. Ail samples received within sufficient hold time? 16. Subcontract of sarnole(s)? r17. \IOC sample have zero head space? 13. Cooler 1 No. iCoolcr 2 No. iCoolcr 3Noi c Nc. t;-. I tbsL., Contact: Regarding: NonccniormFnce Contacted by: Dateri Corrective Action Taken: FORT WORTH DISTRICT PAVEMENT DESIGN REPORT FOR Tarrant County CSJ: 0902-48-775 Dirks Road Improvement -East Project Limits: From SH 121 to Granbury Rd (Project Length: Approximately 1,800 feet) Prepared by: Associnn:s Firm No. F-464 Linda L. Barlow, PE Pavement Engineer Fadi N. Faraj, PE Geotechnical Engineer .F. Carmichael III, PE 64878 3/20/2012 License No. Date 96707 3/20/2012 License No. Date Reviewed by: 43815 3/20/2012 License No. Date Fort Worth District Pavement Engineer License No. Date TABLE OF CONTENTS, CONT'D APPENDIX A - LOCATION MAP & GEOLOGIC MAP APPENDIX B - BORING LOGS APPENDIX C - SUMMARY OF LABORATORY TESTS APPENDIX D - EXISTING AND PROPOSED TYPICAL SECTIONS APPENDIX E - TRAFFIC DATA APPENDIX F - DIRKS ROAD DARWIN OUTPUT APPENDIX G - TEMPORARY ROAD - DARWIN TRAFFIC CALCULATIONS, FPS21 OUTPUT & TEXAS TRIAXIAL DESIGN OUTPUT 3. SUMMARY OF LABORATORY TESTS A summary of laboratory tests (including those shown on the boring logs) is included in Appendix C. The results of sulfate analysis based on test method E300 performed on in -situ moist sample show that the concentration of available sulfate in the soil is low, ranging from 31.2 to 80.8 mg/kg. The threshold/trigger level of sulfate that can lead to expansive mineral (Ettringite) formation is >1000 ppm (or 1000 mg/kg). Based on the results of a standard Proctor test, the maximum dry density (MDD) of the composite sample obtained from natural on -site soils was determined to be 106.6 pcf at an optimum moisture content (OMC) of 18 % The composite sample was classified as tan and brown fat clay. The plasticity index and liquid limit of the composite sample were 41 and 54, respectively. The percent passing No. 200 Sieve was 87. A laboratory CBR value of 1.3 is estimated at 95% of MDD corresponding to 101.3 pcf. 4. EXISTING AND PROPOSED TYPCIAL SECTIONS The existing and proposed typical sections were provided by KCI and are included in Appendix D 5. TRAFFIC DATA As per the 2005 City of Fort Worth Pavement Design Standards Manual, traffic volume for pavement design shall be based upon actual traffic counts, or in the absence of actual traffic counts, the minimum defined traffic which for an arterial would be: 300,000 Annual ESALs, at 2.5% growth rate for the 30 year design period, resulting in 13,500,000 total ESALs. However, a traffic analysis report prepared by Transportation Planning and Programming (TPP) Division was provided by TxDOT for the 2015 to 2035 twenty year design period, as well as the 2015 to 2045 thirty year design period. This data was generated October 6, 2011 for Dirks Rd at BNSF Rail Road and is included in Appendix E. In summary, the TxDOT traffic included the following: Beginning ADT (2015) = 15,300 Ending 20-Year ADT (2035) = 21,100 Percent Trucks = 2.6% Rigid Pavement 30-year ESALs = 1,558,000 Flexible Pavement 20-year ESALs = 913,000 (note temporay one yearpavement design is required for conslriiciion phasing) Although the design ESALs from the TPP data is less than that calculated based on the annual ESALs for an arterial classified street from the City of Fort Worth Manual, the TPP data was used for design since these volumes were generated specifically for this project. 2 The standard reliability utilized by TxDOT for design ESALs less than 4 million is 90%. The design life for Dirks Road is 30 years. For concrete design, TxDOT sets the initial serviceability at 4.5 and the terminal serviceability at 2.5. The drainage coefficient for non -erosive bases is established considering the expected rainfall. The average annual precipitation for Fort Worth is 34.01 inches. Based on the Design Guide, the drainage coefficient for this level of rainfall is 1.03. The Overall Standard Deviation accounts for variations in traffic prediction and variation in pavement performance prediction for a given traffic. Based on the Design Guide, a value of 0.39 was selected for Dirks Rd design. 6.5 Traffic Data The design traffic is based on the TPP data provided by TxDOT discussed previously. The 30-year design ESALs is 1,558,000. 6.6 DARWin Results The rigid pavement design results from DARWin are included in Appendix F. In summary the resulting JRCP sections are: 7" JRCP 4" HMAC Item 340 (Method) Type B PG64-22 or 7" JRCP 1" HMAC Item 340 (Method) Type F PG64-22 (bond breaker) 6" Cement Stabilized Base The resulting CRCP sections are: 6.5" CRCP 4" HMAC Item 340 (Method) Type B PG64-22 or 6.5" CRCP 1" HMAC Item 340 (Method) Type F PG64-22 (bond breaker) 6" Cement Stabilized Base 6.7 Subgrade Stabilization As per the City of Fort Worth Design Manual, because the raw subgrade soil has a laboratory CBR value less than 3, stabilization of the subgrade is required. As summarized in HVJ's geotechnical report dated November 11, 2009, it is recommended that eight inches of the subgrade soils be stabilized with an estimated 6% to 8% lime by dry weight. The 6% lime will be equivalent to 40 pounds per square yard. The percentages for stabilization are provided for estimation purposes. The exact amount of lime should be determined by testing the exposed subgrade during construction. 4 inputs for Modified TIC include: Traffic Inputs and Pavement Layer and Subgrade Characteristics. These inputs are discussed below. 8.2 Project Administrative Data Inputs The TxDOT District and the Texas County are required administrative inputs. The Dirks Rd project falls in the Fort Worth District and in Tarrant County. 8.3 Basic Design Criteria The basic design criteria includes: length of analysis period, confidence level, serviceability index after construction, terminal serviceability index and District Temperature Constant. The length of design period is 1 year. The confidence level used for the designs is 90%, for roads with less than 1,000,000 ESALs. The initial serviceability index is set at 4.2 and the terminal serviceability index is set at 2.5 based on traffic. The default value of the District Temperature Constant has been set to central Texas climate, 31, per the TxDOT Pavement Design Manual. 8.4 Traffic Inputs When using FPS21, traffic loading is entered as 20-year traffic. To obtain a 1-year design, the length of analysis period was set to 1 year, as described in the preceding paragraph. The traffic parameters required for design include initial and ending 20-year average daily traffic (ADT), 18 kip 20-year ESALs in one direction, and percent trucks in ADT. The design traffic is based on the TPP data provided by TxDOT discussed previously. The initial ADT for design is 15,300 and the ending 20-year ADT is 21,100. The truck percentage in the ADT is 2.6%. The 18 kip ESALs in one direction expected for a 20-year period is 913,000 for flexible pavement. The traffic inputs for the Modified '1°l'C procedure are obtained from the TPP data: Average of the Ten Heaviest Wheel Loads Daily (ATHWLD) and percentage of tandem axles in the ATHWLD, which are 11,100 lbs. and 40% respectively. 8.5 Pavement Layer and Subgrade Characteristics A laboratory CBR value of 1.3 was estimated at 95% of MDD corresponding to 101.3 pcf. The resilient modulus of fine grained soils can be estimated as (Heukelom and Klomp, 1962) as 1,500 x CBR, which in this case results in 1,950 psi. As per the CBR-Resilient Modulus Correlation in the City of Fort Worth Pavement Design Standards Manual, the modulus results in 2,323. Additionally, Texas Triaxial Classification (1"1'C) was estimated based on PI relationships, resulting in '1"l'Cs ranging from 3.7 to 6.0, with an average of 5.5. Based on a 1"1C vs resilient modulus correlation, the modulus values ranged from 2,200 to 14,300 psi with an average of 3,883 psi. Since the FPS21 default value for very poor subgrade is 4,000, which is generally equal to the average modulus from the ITC correlation, 4,000 psi was used for the design subgrade strength. The pavement layers considered in the pavement cross section to be designed are Dense - graded Hot Mix Asphalt Concrete (HMAC) Surface, Flexible Crushed Stone Base, and 6 Short -Term Pavement Life Consideration The TxDOT Pavement Design Guide allows an alternate version of the modified '1"1'C procedure when designing pavement detours expected to last less than 2 years. Since the temporary roadway is expected to be used only one year, the alternate method was considered. In this alternate method, the ATHWLD report in the TPP analysis is divided by 2 and this wheel load is used in the design check. If this alternate method is used, an additional mechanistic check is required to double check fatigue and rut life. Estimated one- year ESALs for the expected temporary road life were developed using the traffic calculation module in DARWin to be 39,600 (see output in appendix G). An FPS21 solution considering a minimum of 2" HMAC and 6" flexible base and 8" lime stabilized subgrade was developed (see trial #1 in appendix G). This design section meets the alternate procedure of modified 'ITC design. However, the mechanistic check of this section shows that the crack and rut life is less than the expected ESALs. Therefore additional iterations were made until a section was derived that met this mechanistic criteria (see trial #2 in Appendix G). The design resulting from this alternate version of the modified 1'1'C procedure and mechanistic check is as follows: 3" HMAC Item 340 (Method) Type D PG76-22 9" Flexible Crushed Stone base Type D Grade 2 8" Lime Stabilized Subgradc 9. RECOMMENDED PAVEMENT SECTION — TEMPORARY RD Because the City of Fort Worth does not have a temporary road design protocol, the results from TxDOT detour pavement design methodology is recommended: 3" HMAC Item 340 (Method) Type D PG76-22 9" Flexible Crushed Stone base Type D Grade 2 8" Lime Stabilized Subgrade As per the TxDOT Design Manual, the following considerations for detour structures are recommended: • Adequate pavement width to insure wheel loads do not encroach upon the pavement edge where lack of lateral support may result in shear failures at the pavement edge, • Assuming no time constraints for the construction of the detour, stabilization of the subgrade will provide a stable construction platform, • Adequate drainage with proper cross slope, ditch lines and prevention of ponding, • Properly compacted pavement lifts, and • Conduct proof rolling prior to surfacing to insure adequate shear strength in the unbound layers. 8 NTTAROVV GH121 ��� APPENDIX B BORING LOGS - EAST: PLAN OF BORINGS L-7-20 = - - Y2 " -a , 12` - - - PROPOSED ¢ITY R.O.IW..• - `i I- U, • 1 1 .1 In :N: J Fi IQ - g 0 Pe do 3 til. .4 i l'_Ei9t), • .„ :' ;. '-' ; -. CP' i k). tadow I ke 1 , .'„ 1 6. rg: va,t,,eyItar..„.x 4 ,"._,..,... p. ,,..,Tc,,t., ( j! ' , \,,,,,•,',,,,,,t,,,...1,412,,,... ' 1 , ------ , (-, -- , ; i 2 i - , , •r '..'.5 .:' ' iki hIc'In.,-,:..,. "„ :,.t. e ' ' ' ' ", 'cf,,,,,2 ',. ', , fl„ il-, ,..,...t)a ,„ •,,,, 1, , , c.'„,,,,„.c,( _,,'' . ,, '9i E, " d,Y5 Of :, ," '',- ic,;dow DT ,,,,, ,':.- 6, ' . ; •';'' ri„ Gilicitn PO `ci 6raiii3f•:d Dr 1 '4: , J: . , .,',.,„ i Fall...2 tat; —I0e.ido=h12fk DI' , , '‘' ,Suripgpaln... Urc.,,,,i.grilUi : ,L' , ': livid g,I ,,. ;e7'! ' .t.7' ' ''', ! I -,1e1!6p• : I, , ''''j 1%:;:. •; [ • 1, C,;,,.•, , - _..l.• „'.. ....,''-'0..1•,'' , ' g ' ' g. Clill!cIdg''.;[:ggi 1 00,sE0R01 Project: EAST DIRKS ROAD Boring No.: B-1 Groundwater during drilling: Dry Groundwater after drilling: Dry ELEV. DEPTH, FEET SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA LOG OF BORING Date: 8/26/2009 Northing: 6,920,090.0 Easting: 2,303,215.0 Project No.: DG-08-17000 Elevation: 757.483 feet Station: Dirks Rd 156+25.91 Offset: 15.72' LT SOIL/ROCK CLASSIFICATION w zw (7)-6 ao a N a zz WU oa 0 0 LOG OF SOIL BORING DG-08-17000 EAST DIRKS ROAD.GPJ HVJ.GDT 11/3/09 —o 755 - -5 750 - - 10 745 - • I THD 50/1.75" —15 i � 50/2.125' _ I , 740 - - 20 735 - THD 50/1.0" 50/0.375' I / I it I I - 1 i Shear Types: = H . 4" of ASPHALT 8" of BASE MATERIAL (fill) Moist dark brown CLAYEY SAND (SC) -with gravel Slightly compact, moist to dry, dark brown CLAYEY SAND (SC) -with limestone deposits Very stiff to hard, moist, dark brown SANDY LEAN CLAY (CL) Hard, tan, weathered LIMESTONE Very hard, light gray LIMESTONE -with pockets of shale 45 97 111 SHEAR STRENGTH, TSF • ■ 0.5 1.0 1.5 I I I I I 2.0 I MOISTURE 0 CONTENT, % PLASTIC LIMIT LIQUID LIMIT 10 20 30 40 50 60 70 80 90 • • nd Penet. = Torvane ®= Unconf. Comp. X = UU Triaxial PLATE 3a Project: EAST DIRKS ROAD Boring No.: B-2 Groundwater during drilling Dry Groundwater after drilling: Dry LOG OF BORING Date: 8/25/2009 Northing: 6,920,051.0 Easting: 2,303,292.0 Project No.: DG-08-17000 Elevation: 761.927 feet Station: Dirks Rd 157+09.52 Offset: 1.95' RT ELEV. DEPTH, FEET SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA SOIL/ROCK CLASSIFICATION W (0> Z W (7)( <0 0 00 Z W U 00 r cc O SHEAR STRENGTH, TSF • 0.5 1.0 1.5 2.0 LOG OF SOIL BORING DG-O8-17000. EAST DIRKS ROAD.GPJ HVJ.GDT 11/3/09 760 —0 t 5 755 -.'- 10 750'- i15 745 740 -20 Shear Types: II ( THD 50/5.0" 39/7.0" THD 50/2.0" 50/1.0" 4" of ASPHALT PAVEMENT 8" of BASE MATERIAL (fill) Dry, SILTY SAND WITH GRAVEL (SM) (fill) Stiff to Very stiff, very moist, dark brown and gray FAT CLAY (CH) wl sand -with limestone fragments =H Stiff to hard, moist, reddish brown and gray FAT CLAY (CH) Soft, tan, LIMESTONE -with clay layers Hard, light gray LIMESTONE Hard, medium gray, SHALE -with limestone deposits Hard to very hard, gray LIMESTONE -with shale lenses 78 78 91 105 110 MOISTURE 0 CONTENT, PLASTIC LIMIT I LIQUID LIMIT 10 20 30 40 50 60 70 80 90 0 nd Penet. = Torvane ® = Unconf. Comp. >I = UU Triaxial PLATE 4a Project: EAST DIRKS ROAD Boring No.: B-3 Groundwater during drilling Dry Groundwater after drilling: Dry LOG OF BORING Date: 8/21/2009 Northing: 6,921,961.0 Easting: 2,303,876.0 Project No.: DG-08-17000 Elevation: 765.504 feet Station: -- Offset: -- ELEV. DEPTH, FEET SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA SOIL/ROCK CLASSIFICATION w Z �0) ao a N 00 Z C W U ❑0 O LOG OF SOIL BORING DG-08-17000 EAST DIRKS ROAD.GPJ HVJ.GDT 11/3/09 -o 765 - -5 760 - - 10 755 - -15 750 - - 20 745 - - 25 Shear Types: • = H Poorly graded SILTY SAND w/ gravel 44 Stiff to hard, dark brown, FAT CLAY (CH) 93 Hard, shaley, FAT CLAY (CH) 105 109 SHEAR STRENGTH, TSF • If I 0.5 1 1.0111.5 I 2.0 1111 MOISTURE 0 CONTENT, % PLASTIC LIMIT LIQUID LIMIT 10 20 30 40 50 9ti 70 80 90 • • 0/ • nd Penet. = Torvane ® = Unconf. Comp. X = UU Triaxial PLATE 5 Project: EAST DIRKS ROAD Boring No.: B-5 Groundwater during drilling: Dry Groundwater after drilling: Dry ELEV. DEPTH, FEET SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA LOG OF BORING Date: 8/26/2009 Northing: 6,920,071.0 Easting: 2,303,211.0 Project No.: DG-08-17000 Elevation: 757.583 feet Station: Dirks Rd 156+26.36 Offset: 3.71' RT SOIL/ROCK CLASSIFICATION w C9> zW ao d 0zz WU oo_ 0 LOG OF SOIL BORING DG-08-17000 EAST DIRKS ROAD.GPJ HVJ.GDT 11/3/09 —o 755 - -5 750 - -10 745 - -15 740 - - 20 735 - Compact, tan CLAYEY SAND (SC) THD 28/6.0" 16/6.0" 22 THD 50/0.875" 50/0.625" THD 50/0.875" 1 50/0.375" -25 i d Shear Types: Very stiff, moist, tan FAT CLAY (CH) 94 =H Hard, weathered LIMESTONE -with clay layers Hard, gray LIMESTONE with shale lenses 108 I I MOISTURE 0 CONTENT, PLASTIC LIMIT 1 LIQUID LIMIT 10 20 30 40 50 6a 70 80 90 SHEAR STRENGTH, TSF • ® ♦ X 0.5 I 1.0 I 1.5 2.0 •/ • 4 4 nd Penet. = Torvane ® = Unconf. Comp. X = UU Triaxial PLATE 7a Project: EAST DIRKS ROAD Boring No.: R-8 Groundwater during drilling: Dry Groundwater after drilling: Dry ELEV. DEPTH, FEET SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA LOG OF BORING Date: 8/21/2009 Northing: 6,920,215.0 Easting: 2,302,826.0 SOIL/ROCK CLASSIFICATION W (3 > z_ 35W <0 aN 0z wo 00 0 0 Project No.: DG-08-17000 Elevation: 753.939 feet Station: Dirks Rd 152+16.89 Offset: 33.44' LT LOG OF SOIL BORING DG-08-17000 EAST DIRKS ROAD.GPJ HVJ.GOT 11/3/09 —o 750 -- 5 745- -10 740 15 735 20 730-- 25 Shear Types: THD 21/6.0" 26/6.0" THD 27/6.0" 38/6.0" •=H Very stiff, dark grey, FAT CLAY (CH) with limestone 96 88 120 SHEAR STRENGTH, TSF 0.5 I 1.0 I 1.5 2.0 I I MOISTURE 0 CONTENT, V. PLASTIC LIMIT LIQUID LIMIT 10 20 30 40 50 •) 70 80 90 )1 nd Penet. = Torvane ® = Unconf. Comp. * = UU Triaxial PLATE 8 Project: EAST DIRKS ROAD Boring No.: W-1 Groundwater during drilling: Dry Groundwater after drilling: Dry LOG OF BORING Date: 8/24/2009 Northing: 6,920,052.0 Easting: 2,303,351.0 Project No.: DG-08-17000 Elevation: 763.915 feet Station: Dirks Rd 157+66.76 Offset: 14.16' LT ELEV. DEPTH, FEET SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA SOIL/ROCK CLASSIFICATION w o zw _ 55 0 a0 n. N eo z wo 0 a. 0 0 LOG OF SOIL BORING DG-08-17000 EAST DIRKS ROAD.GPJ HVJ.GDT 11/3/09 —0 760 --5 755 750 745 — 740 10 15 — 20 — 25 Shear Types: 10" of ASPHALT THD 50/0.5" 50/0.25" A. THD 50/1.25" 50/0.25" • = H 2" of ROAD BASE Gray and tan POORLY GRADED GRAVEL WITH CLAY (GP -GC) Gravel (fill) Stiff to very stiff, very moist, gray and brown FAT CLAY (CH) 94 94 Very stiff to hard, very moist, olive brown, shaley FAT CLAY (CH) Hard, light gray LIMESTONE 96 100 SHEAR STRENGTH, TSF • i ♦ )IC 0.5 1.0 1.5 2.0 I I I I I MOISTURE 0 CONTENT, % PLASTIC LIMIT LIQUID LIMIT 10 20 30 40 50 60 70 80 90 0 Ij • • nd Penet. = Torvane ® = Unconf. Comp. X = UU Triaxial PLATE 10a Project: EAST DIRKS ROAD Boring No.: W-2 Groundwater during drilling Dry Groundwater after drilling: Dry LOG OF BORING Date: 8/24/2009 Northing: 6,920,007.0 Easting: 2,303,516.0 Project No.: DG-08-17000 Elevation: 770.451 feet Station: Dirks Rd 159+38.09 Offset: 13.81' LT ELEV. DEPTH, FEET SOIL SYMBOLS SAMPLER SYMBOLS AND FIELD TEST DATA SOIL/ROCK CLASSIFICATION W �> Z W v(7) .20 a N 00 Z za ova 0 O LOG OF SOIL BORING DG-08-17000 EAST DIRKS ROAD.GPJ HVJ.GDT 11/3/09 —o 770 — — 5 765 — — 10 760- — 15 755 — — 20 750 — — 25 Shear Types: 8" of ASPHALT Stiff, very moist, dark gray FAT CLAY (CH) Stiff, very moist, brown to olive brown FAT CLAY (CH) -with gravel THD 50/1.625" =H Stiff, moist, olive brown SANDY LEAN CLAY (CL) -with limestone fragments Very stiff, moist, gray brown FAT CLAY (CH) -with shale deposits Hard, dark gray SHALE 91 89 100 113 SHEAR STRENGTH, TSF 0.5 I 1.0 1.5 2.0 I I I t MOISTURE 0 CONTENT, % PLASTIC LIMIT I LIQUID LIMIT 10 20 30 40 50 60 70 80 90 • O • O O nd Penet. = Torvane ® = Unconf. Comp. lE = UU Triaxial PLATE 11a Clay lLl/ Clayey Asphaltic Concrete SOIL SYMBOLS Soil Types S It Modifiers Sand Si ty Sandy Construction Materials Stabilized Base Classification Clay Silt Sand Gravel Cobble Boulder AAAA AAAA AAAA AAAA AAAA Fill or Debris Gravel Cemented Portland Cement Concrete SAMPLER TYPES Thin Walled Shelby Tube Split Barrel Liner Tube SOIL GRAIN SIZE Particle Size < 0.002 mm 0.002 - 0.075 mm 0.075 - 4.75 mm 4.75 - 75 mm 75 - 200 mm > 200 mm DENSITY OF COHESIONLESS SOILS Descriptive Term Very Loose Loose Medium Dense Dense Very Dense Penetration Resistance "N" Blows/Foot 0-4 4-10 10-30 30-50 > 50 No Recovery (I Auger HJar Sample WATER LEVEL SYMBOLS _ Groundwater level determined during drilling operations Groundwater level after drilling in open borehole or piezometer Particle Size or Sieve No. (U.S. Standard) < 0.002 mm 0.002 mm - #200 sieve #200 sieve - #4 sieve #4 sieve - 3 in. 3 in. - 8 in. > 8 in. CONSISTENCY OF COHESIVE SOILS Consistency Very Soft Soft Firm Stiff Very Stiff Hard PENETRATION RESISTANCE 3/6 Blows required to penetrate each of three consecutive 6-inch increments per ASTM D-1586 * 50/4" If more than 50 blows are required, driving is discontinued and penetration at 50 blows is noted 0/18" Sampler penetrated full depth under weight of drill rods and hammer * The N value is taken as the blows required to penetrate the final 12 inches Slickensided Fissured Inclusion Parting Seam Layer Laminated Stratified TERMS DESCRIBING SOIL STRUCTURE Fracture planes appear polished or glossy, sometimes striated Breaks along definite planes of fracture with little resistance to fracturing Small pockets of different soils, such as small lenses of sand scattered through a mass of clay Inclusion less than 1/4 inch thick extending through the sample Inclusion 1/4 inch to 3 inches thick extending through the sample Inclusion greater than 3 inches thick extending through the sample Soil sample composed of alternating partings of different soil type Soil sample composed of alternating seams or layers of different soil type Intermixed Calcareous Ferrous Nodule Undrained Shear Strength (tsf) 0 - 0.125 0.125 - 0.25 0.25 - 0.5 0.5 - 1.0 1.0 - 2.0 > 2.0 Soil sample composed of pockets of different soil type and laminated or stratified structure is not evident Having appreciable quantities of calcium carbonate Having appreciable quantities of iron A small mass of irregular shape 9210 Kin! Arthur Dr. Dallas, TX 75247 214-678-0227 21467K-0228 fax KEY TO TERMS AND SYMBOLS USED ON BORING LOGS PROJECT NO.: DG0817000 DRAWING NO.: PLATE 12 A APPENDIX C SUMMARY OF LABORATORY TESTS Project: Dirks Road - East Location: Forth Worth, Texas Number: DG-08-17000-BG1 Borehole No. Depth (ft) Liquid Limit Plastic Limit PI % Pass #200 Sieve Shear Strength (tsf) Water Content (%) Wet Density (pcf) Pocket Pen. (tsf) W-1 1 8.4 W-1 2 0.83 W-1 3 25.5 W-1 4 0.83 W-1 5 67 20 47 94 0.78 26.2 121.1 W-1 6 0.67 W-1 7 27.3 W-1 8 0.83 W-1 9 62 20 42 95 1.02 25.7 130.8 W-1 14 20.5 1.5 W-1 23 9.6 W-1 28 8.1 W-2 0.7 0.83 W-2 1 29.2 W-2 2 0.92 W-2 3 56 19 37 91 0.74 23.9 0.7 W-2 4 0.92 W-2 5 19.4 W-2 6 0.67 W-2 7 35 15 20 20.9 W-2 8 1.5 W-2 9 89 1.44 16 130.8 W-2 14 20.9 1.5 W-2 19 53 18 35 20.3 1.5 W-2 24 11.9 18-SEP-09 Project Manager: Fadi Faraj HVJ Associates -Dallas 9200 King Arthur Dr. Dallas, TX 75247 Reference: XENCO Report No: 344295 Dirks Road Project Address: Fort Worth Fadi Faraj: We are reporting to you the results of the analyses performed on the samples received under the project name referenced above and identified with the XENCO Report Number 344295. All results being reported under this Report Number apply to the samples analyzed and properly identified with a Laboratory ID number. Subcontracted analyses are identified in this report with either the NELAC certification number of the subcontract lab in the analyst ID field, or the complete subcontracted report attached to this report. Unless otherwise noted in a Case Narrative, all data reported in this Analytical Report are in compliance with NELAC standards. Estimation of data uncertainty for this report is found in the quality control section of this report unless otherwise noted. Should insufficient sample be provided to the laboratory to meet the method and NELAC Matrix Duplicate and Matrix Spike requirements, then the data will be analyzed, evaluated and reported using all other available quality control measures. The validity and integrity of this report will remain intact as long as it is accompanied by this letter and reproduced in full, unless written approval is granted by XENCO Laboratories. This report will be filed for at least 5 years in our archives after which time it will be destroyed without further notice, unless otherwise arranged with you. The samples received, and described as recorded in Report No. 344295 will be filed for 60 days, and after that time they will be properly disposed without further notice, unless otherwise arranged with you. We reserve the right to return to you any unused samples, extracts or solutions related to them if we consider so necessary (e.g., samples identified as hazardous waste, sample sizes exceeding analytical standard practices, controlled substances under regulated protocols, etc). We thank you for selecting XENCO Laboratories to serve your analytical needs. If you have any questions concerning this report, please feel free to contact us at any time. Respectfully, Carlos Castro Managing Director, Texas Recipient oldie Prestigious Small Business Administration Award of Excellence in 1994. Certified and approved by numerous States and Agencies. A Small Business and Minority Status Company that delivers SERVICE and QUALITY Houston - Dallas - San Antonio - Austin - Tampa - Miami - Atlanta - Corpus Christi - Latin America Page 2 of 10 Date Received in Lab: Fri Sep-11-09 01:59 pm Project Name: Dirks Road Project Id: DG08-17000 Contact: Fadi Faraj Project Location: Fort Worth 344295-002 4)▪ ' M a Analysis Requested Aug-24-09 11:00 0 o 9 pH by EPA 9045C Sep-14-09 13:13 v 00 Sulfate by SW-846 9038 Sep-17-09 09: 00 1 M 0 0 0 Chloride by EPA 325.3 O 0 0 0 o, 0 cn ce tee 0 0 0 0 4) WC Li • 0 U cel Pcci U aa> o %a • bA U 5. mi - Latin America - Atlanta - Corpus Christi - Austin - Tampa o 0 0) c0 d Project Name: Dirks Road DG08-17000 \ J Work Order #: Date Prepared: 1-1 « Sample: 772728-1-BKS Lab B BLANK /BLANK SPIKE / BLANK SPIKE DUPLICATE RECOVERY STUDY bil / \)( Q7 k) 7 00 3.0 4 ' PZ )ASS ef]— 00 31.3 a ]§r v Sulfate by SW-846 9038 Date Analyzed: Date Prepared: \ \ / \ \ 1-1 j Sample: 772779-1-BKS Lab Batch ID: 772779 m \ / Ccl QJ )k\ uQ ® CD )0 fa 0. aupa /) R CD { Total Chloride by EPA 325.3 \ d Sample Duplicate Recovery Project Name: Dirks Road Work Order #: 344295 Lab Batch #: 772170 Date Analyzed: 09/14/2009 QC- Sample ID: 344295-OOI D D Project ID: DG08-17000 Date Prepared:09/14/2009 Analyst:ANA Matrix: Soil Bate' #: 1 Reporting Units: SU SAMPLE / SAMPLE DUPLICATE RECOVERY Soil pH by EPA 9045C Analyte Parent Sample Result IAI Sample Duplicate Result MI RPD Control Limits %RPD Flag pH 7.87 7.87 0 20 Spike Relative Difference RPD 200 * I (B-A)/(B+A) All Results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Page 8 of 10 6219 u3oo 0V0d Adfl0NVd0 of AVM)0JVd 1S3MH1flOS WOdd avow S)1d10 p1 Y 1H31135Y3 N011OOtl1SN03 AtlV8O1431 MOH 03SOd0tld 'vr MOtl ONUS IX QL MOH ONIIS IX3 MOH 0350dOtld IL— 1N3Yf35V3 3dO15 AtlYHOdY131 J a T o—�v F CD z o N _ 1N3N3SY3 NOI13f1N1SNOJ AHY8Odit31 _1 MOH 03SOdOHd MON O3SOdOHd 11131135Y3 3 dO15 ANYHOdtt31 O V U N Z 1- W TYP: NON 9NI15IX3 1\ MOH 01.4I15IX3 u6P'I0dAl-SXO i31IYN3111 2102/91/2 ,31Y0 ONIMYH0 6219 #3o0 avoa AaneNvaa 01 ),VM)iavd 1s3MHlnos woad avoa s)iaza 1N3V13SV3 NO1130d1SNO3 AHVMO&I3 1N3A3SV3 NOI13ltl1SN0a A8VNOdA31 MOH A113 03SOdONd AJI3 0350dONd MOU A110 0350dOHd o t/ ON A110 0350dOld 1N3A3SV3 3dOlS 03SOdONd 1113A3SV3 3dOlS 0350d021d 0 0 0 n. STA 152.40.00 TO STA 154.73.32 'UR TYPI 1N3A3SV3 9VN1VN0 / NOI13fltl1SNO3 AUVN0d731 ON A113 03SOd00d .12 Zo MOU 1113 9N11S1N 0 PROPOSED TYPICAL SECTION STA 154.73.32 TO STA 155•25.77 uO0'COdAl-SN0 13A0N3113 Z1OZ/91/Z .31V0 ONIMVNO 6219 #300 OVOa Aan9NVaO 01 AVMNdVd 1S3MHIOOS WOad avoa sNala MOH A113 03SOdO11d ►L . 1 I1 1 1 1 1 1 1 1 1 1 1 1 41 11 1 k 1 I, <1 '1 1 1 IP MOB A113 014115I% 0 U 0 a 0 a 1- 0 0 0 0 STA 164.33.20 TO STA 167.72.31 'p'S0dA1-SM11 13?YN3113 ZIOZ/91/2 .31V0 ONIMYUO Texas Department of Transportation TO: Maribel C vez, P.E. Attenti9K: Loyl Bussell, P.E. FROM: Will6m E. Knowles, RE. FILE: TPP (T) (512) 486-5100 SUBJECT: traffic Data CSJ: 0902-48-775 Dirks Rd: At BNSF Tarrant County DATE: October 17, 2011 Attached is a tabulation showing traffic analysis for highway design for the 2015 to 2035 twenty year, and for the 2015 to 2045 thirty year design periods, along with data for use in air and noise analysis. Please refer to your original memorandum dated August 12, 2011. If you have any questions or need additional information, please contact George Petrek at (512) 486-5140, Attachment cc: /Judy Anderson, P.E., FTW Design Division iC z W 0 F-• — Z 0 trj Q co 0 a 1 1 C --I ILI • - '? o' Ll 0 9) E APPENDIX F DIRKS ROAD DARWIN OUTPUT APPENDIX G TEMPORARY ROAD • DARWIN TRAFFIC CALCULATIONS • FPS21 TRIAL #1 • FPS21 TRIAL #2 1993 AASHTO Pavement Design DARWin Pavement Design and Analysis System A Proprietary AASHTOWare Computer Software Product Flexible Structural Design Module ESAL Calculations for Temporary Pavement Simple ESAL Calculation Performance Period (years) 1 Two -Way Traffic (ADT) 15,300 Number of Lanes in Design Direction 1 Percent of All Trucks in Design Lane 100 % Percent Trucks in Design Direction 58 % Percent Heavy Trucks (of ADT) FHWA Class 5 or Greater 2.6 % Average Initial Truck Factor (ESALs/truck) 0.47 Annual Truck Factor Growth Rate 0 % Annual Truck Volume Growth Rate 1.7 % Growth Simple/ Total Calculated Cumulative ESALs 39,608 Changed performance period from 20 years to one year to` estimate temporary road one-year traffic Page 1 Texas Department of Transportation TEXAS DEPARTMENT OF TRANSPORTATION F P S21-1.2 FLEXIBLE PAVEMENT SYSTEM Release:10-12-2011 PAVEMENT DESIGN TYPE # 2 -- ACP I FLEX BASE OVER SUBGRADE PROB DIST.- 2 COUNTY-220 CONT. SECT. JOB HIGHWAY DATE PAGE 00 Fort Worth TARRANT 1 1 NG 00 3/5/2012 2 INPUT DATA CONTINUED CONSTRUCTION AND MAINTENANCE DATA Temporary Pavement Design City of Fort Worth Minimum Thickneses MINIMUM OVERLAY THICKNESS (INCHES) OVERLAY CONSTRUCTION TIME (HOURS/DAY) ASPHALTIC CONCRETE COMPACTED DENSITY (TONS/C.Y.) ASPHALTIC CONCRETE PRODUCTION RATE (TONS/HOUR) WIDTH OF EACH LANE (FEET) FIRST YEAR COST OF ROUTINE MAINTENANCE (DOLLARS/LANE-MILE) ANNUAL INCREMENTAL INCREASE IN MAINTENANCE COST (DOLLARS/LANE-MILE) DETOUR DESIGN FOR OVERLAYS 1.5 12.0 1.90 200.0 12.0 0.00 0.00 TRAFFIC MODEL USED DURING OVERLAYING 3 TOTAL NUMBER OF LANES OF THE FACILITY 6 NUMBER OF OPEN LANES IN RESTRICTED ZONE (OVERLAY DIRECTION) 2 NUMBER OF OPEN LANES IN RESTRICTED ZONE (NON -OVERLAY DIRECTION) 3 DISTANCE TRAFFIC IS SLOWED (OVERLAY DIRECTION) (MILES) 0.60 DISTANCE TRAFFIC IS SLOWED (NON -OVERLAY DIRECTION) (MILES) 0.60 DETOUR DISTANCE AROUND THE OVERLAY ZONE (MILES) 0.00 PAVING MATERIALS INFORMATION MATERIALS COST E POISSON MIN. MAX. SALVAGE LAYER CODE NAME PER CY MODULUS RATIO DEPTH DEPTH PCT. 1 A ASPH CONC PVMT 115.00 500000. 0.35 6.00 6.00 30.00 2 B FLEXIBLE BASE 37.00 50000. 0.35 6.00 15.00 75.00 3 C SUBGRADE(200) 2.00 4000. 0.40 200.00 200.00 90.00 NOTE -- THE CALCULATED BASE VALUE WAS OVER -WRITTEN BY THE USER FOR PAVEMENT DESIGN TYPE #1 NOTE -- THE CALCULATED BASE VALUE WAS OVER -WRITTEN BY THE USER FOR PAVEMENT DESIGN TYPE #1 TexasTransponation Ingilule print Time: 36/2012 3:47:50 PM Page : 2 of 3 0 E o o o E C_ E o a N O LL o O E cu 1--U o _ O O O .4, O O 7 Material Name Modified Cohesionmeter Value ASPH CONC PVMT Dumber (k1L) based on historical TEX-117-E J w a m 0o O r vi N 'O Lei Triaxial Thickness Required GJ • 0 ble Thickness Re 0 Modified Triaxi 0 N N N H Z E 0 a m O U' Z 0 0 0 0 0 halt concrete + Flexible Base over Subgrade a II II 1 I i-i I 1 1 1 Thickness Reduction Chart for Stabilized Layers H a. Z E = p E C C ar• t o O 0. 'S • LL O_ 0 . E 1— U 1— Material Name 0 Percentage of Tand ASPH CONC P Modified Cohesionmeter Value a 0 0 O u1 Subgrade Texas Triaxial Class Number (ITC) User Input ITC based on historical TEX-117-E 0 0 C. 0 00 O M O .0 In Ol ickness Required J W a E~ N 0 v 0 0 q0 0 u The FPS Design ble Thickness Reduction E 0 d ❑ 0 00 0 FPS 21 Tria 1 1 1 1 1 1 f 1 1 1 1 1 1 CI C o G 0 0 m re a .0 0 a le Base + Stabilized Subgrade over Subgrade spholt concrete + Fie Thickness Reduction Chart for Stabilized Layers Texas Department of Transportation TEXAS DEPARTMENT OF TRANSPORTATION F P S21-1.2 FLEXIBLE PAVEMENT SYSTEM Release:10-12-2011 PAVEMENT DESIGN TYPE # 5 -- ACP f FLEX BASE + STAB SBGR OVER SUBGRADE PROB DIST.- 2 COUNTY-220 CONT. SECT. JOB HIGHWAY DATE PAGE 00 Fort Worth TARRANT 1 1 NG 00 3/9/2012 2 INPUT DATA CONTINUED CONSTRUCTION AND MAINTENANCE DATA TEMPORARY ROAD - TRIAL #1 MINIMUM OVERLAY THICKNESS (INCHES) 1.5 OVERLAY CONSTRUCTION TIME (HOURS/DAY) 12.0 ASPHALTIC CONCRETE COMPACTED DENSITY (TONS/C.Y.) 1.90 ASPHALTIC CONCRETE PRODUCTION RATE (TONS/HOUR) 200.0 WIDTH OF EACH LANE (FEET) 12.0 FIRST YEAR COST OF ROUTINE MAINTENANCE (DOLLARS/LANE-MILE) 0.00 ANNUAL INCREMENTAL INCREASE IN MAINTENANCE COST (DOLLARS/LANE-MILE) 0.00 DETOUR DESIGN FOR OVERLAYS TRAFFIC MODEL USED DURING OVERLAYING 3 TOTAL NUMBER OF LANES OF THE FACILITY 6 NUMBER OF OPEN LANES IN RESTRICTED ZONE (OVERLAY DIRECTION) 2 NUMBER OF OPEN LANES IN RESTRICTED ZONE (NON -OVERLAY DIRECTION) 3 DISTANCE TRAFFIC IS SLOWED (OVERLAY DIRECTION) (MILES) 0 60 DISTANCE TRAFFIC IS SLOWED (NON -OVERLAY DIRECTION) (MILES) 0 60 DETOUR DISTANCE AROUND THE OVERLAY ZONE (MILES) 0 00 PAVING MATERIALS INFORMATION MATERIALS COST E POISSON MIN. MAX. SALVAGE LAYER CODE NAME PER CY MODULUS RATIO DEPTH DEPTH PCT. 1 A ASPH CONC PVMT 115.00 500000. 0.35 2.00 6.00 30.00 2 B FLEXIBLE BASE 37.00 50000. 0.35 6.00 12.00 75.00 3 C STABILIZED SUBGR 15.00 35000. 0.30 8.00 8.00 90.00 4 D SUBGRADE(200) 2.00 4000. 0.40 200.00 200.00 90.00 Texas Transportation institute print Time: 3/9/2012 6:00:11 PM Page: 2 of 3 • W • N a Material Name Percentage of Tande ASPH CONC PVMT nmeter Value Modified Cohes 6 W o co Nco Q �q Q co�0�jj H 4, In N ce cS F G G t7 O O� vi ,o N N RESULT: Triaxial Thickness Required 0 V 0 =4 0 The FPS Design Thickness ble Thickness Reduction 0 U Modified Triaxial TRIAXIAL CHECK CONCLUSION: The Design OK ! 0 E N a` N 0 0 Z 0 0 LL U halt concrete • Flexible Bose • Stabilized Subgradu over Subgradu 1 1 1 1 1 1 1 1 1 1 1 1 1 Cl 00 Thickness Reduction Chart for Stabilized Layers Texas Department of Transportation TEXAS DEPARTMENT OF TRANSPORTATION F P S21-1.2 FLEXIBLE PAVEMENT SYSTEM Release:10-12-2011 PAVEMENT DESIGN TYPE fi 5 -- ACP + FLEX BASE + STAB SBGR OVER SUBGRADE PROB DIST.- 2 COUNTY-220 CONT. SECT. JOB HIGHWAY DATE PAGE 00 Fort Worth TARRANT 1 1 NG 00 3/9/2012 1 COMMENTS ABOUT THIS PROBLEM Dirks Rd. (City of Fort Worth) Kennedy Consulting, Ltd. HVJ Project DG-08--17000-P Pavement Design TEMPORARY ROAD - TRIAL #2 BASIC DESIGN CRITERIA LENGTH OF THE ANALYSIS PERIOD (YEARS) MINIMUM TIME TO FIRST OVERLAY (YEARS) MINIMUM TIME BETWEEN OVERLAYS (YEARS) DESIGN CONFIDENCE LEVEL ( 90.0%) SERVICEABILITY INDEX OF THE INITIAL STRUCTURE FINAL SERVICEABILITY INDEX P2 SERVICEABILITY INDEX P1 AFTER AN OVERLAY DISTRICT TEMPERATURE CONSTANT SUBGRADE ELASTIC MODULUS by COUNTY (ksi) INTEREST RATE OR TIME VALUE OF MONEY (PERCENT) PROGRAM CONTROLS AND CONSTRAINTS 20.0 1.0 5.0 B 4.5 2.5 4.5 31.0 4.00 5.0 NUMBER OF SUMMARY OUTPUT PAGES DESIRED ( 8 DESIGNS/PAGE) 3 MAX FUNDS AVAILABLE PER SQ.YD. FOR INITIAL DESIGN (DOLLARS) 99.00 MAXIMUM ALLOWED THICKNESS OF INITIAL CONSTRUCTION (INCHES) 50.0 ACCUMULATED MAX DEPTH OF ALL OVERLAYS (INCHES) (EXCLUDING LEVEL -UP) 10.0 TRAFFIC DATA ADT AT BEGINNING OF ANALYSIS PERIOD (VEHICLES/DAY) 15300. ADT AT END OF TWENTY YEARS (VEHICLES/DAY) 21100. ONE -DIRECTION 20YEAR 18 kip ESAL (millions) 0.913 AVERAGE APPROACH SPEED TO THE OVERLAY ZONE(MPH) 35.0 AVERAGE SPEED THROUGH OVERLAY ZONE (OVERLAY DIRECTION) (MPH) 30.0 AVERAGE SPEED THROUGH OVERLAY ZONE (NON -OVERLAY DIRECTION) (MPH) 30.0 PROPORTION OF ADT ARRIVING EACH HOUR OF CONSTRUCTION (PERCENT) 6.0 PERCENT TRUCKS IN ADT 2.6 Texas Department of Transportation TEXAS DEPARTMENT OF TRANSPORTATION F P S21-1.2 FLEXIBLE PAVEMENT SYSTEM Release:10-12-2011 PAVEMENT DESIGN TYPE # 5 -- ACP + FLEX BASE+ STAB SBGR OVER SUBGRADE PROB DIST.- 2 COUNTY-220 CONT. SECT. JOB HIGHWAY DATE PAGE 00 Fort Worth TARRANT 1 1 NG 00 3/9/2012 3 C. LEVEL B SUMMARY OF THE BEST DESIGN STRATEGIE IN ORDER OF INCREASING TOTAL COST 1 TEMPORARY ROAD - TRIAL MATERIAL ARRANGEMENT ABC INIT. CONST. COST 22.17 OVERLAY CONST. COST 0.00 USER COST 0.00 ROUTINE MAINT. COST 0.00 SALVAGE VALUE -4.83 TOTAL COST 17.34 NUMBER OF LAYERS 3 LAYER DEPTH (INCHES) D(1) 3.00 D(2) 9.00 D(3) 8.00 NO.OF PERF.PERIODS 1 PERF. TIME (YEARS) T(1) 34. OVERLAY POLICY(INCH) (INCLUDING LEVEL -UP) THE TOTAL NUMBER OF FEASIBLE DESIGNS CONSIDERED WAS 49 Texas Transportation Institute print Time: 3/9/2012 6:27:14 PM Page : 3 / 3 Thickness Modulus Poisson ASPH CONC PVMT 0 0.30 STABILIZED SUBGR 0.40 SUBGRADE(200) Fatigue Crack Model: 0 0 o M ,r r M i II II H 11 Rutti TFO(Traffic to Is N m M E N 2 Q Q) O 0 0 0 O 0 0 LL m 3 2 c 0 Design Type:Asphalt concrete + Flexible Base +Stabilized Subgrado over Subgrado Mechanistic Check Conclusion: The design is ok based on estimated temporary road traffic Houston Austin Dallas San Antonio August 14, 2013 Mr. Kurt Aungst, PE Kennedy Consulting, Ltd 1871 Harroun Avenue, Suite 101 McKinney, Texas 75069 Re: Additional Retaining Wall Recommendations Dirks Road Improvement — East City of Fort Worth, Texas Owner: City of Fort Worth HVJ Project No. DG0817000 Dear Mr. Aungst: 8701 John Carpenter Freeway, Suite 250 Dallas, Texas 75247-4640 214.678.0227 Ph 214.678.0228 Fax www.hvl.com HVJ Associates, Inc. is pleased to submit this letter providing additional retaining wall recommendations for Dirks Road Improvement. We understand that a T-Wall retaining wall system is proposed near the railroad track. The following table summarizes our analysis recommendations for the minimum recommended reinforced wall width and foundation soil improvement to satisfy global stability, bearing, sliding, and over -turning: Foundation Soil Properties Wall Sta. Boring No. Max. Wall Height (ft) Short Term Long Term Fric. Cohesion Ang (psf) (Deg) Fric. Cohesion Ang.Recommendation (psf) (Deg) 20+00 to 22+50 B-9 9 950 0 95 23 Minimum reinforced wall widths of 140% of the wall height or 13 feet, whichever is greater are recommended. Minimum wall embedment of 2 feet. Foundation soil replacement is not required. 22+50 to 25+00 B-7 & B-8 17 1,440 0 1,4,1 22 Remove foundation soil and replace with cement stabilized soil to a depth of 3 feet below wall embedment. Minimum wall embedment of 2 feet. The minimum reinforced wall width should be as follows: • For wall height < 10 ft, min reinforced wall width = 10 ft • For 10 ft < wall height < 14 ft, min reinforced wall width = 12 ft • For 14 ft < wall height < 17 ft, min reinforced wall width = 14 ft We appreciate the opportunity of working with you on this project. Please notify us if there are questions concerning this letter or if we may be of further assistance Sincerely, HVJ ASSOCIATES, INC. Texas Firm Registration No. F-000646 Fadi N. Faraj, PE Dallas Professional Services Manager �• 0,00004. OF T �P�.• ••Fiq�l i* *� • FADI N. FARAJ • 96707 81 ," . • /OENS2. '41' S. 08/14/2013 3 GC-6.06.D Disadvantaged Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 DISADVANTAGED BUSINESS ENTERPRISE PROVISIONS FOR FEDERALLY FUNDED PROJECTS: All proposers shall note that it is the policy of the City of Fort Worth to ensure the full and equitable participation of Disadvantaged Business Enterprises (DBE) in the procurement of services with fees of $50,000 or more by establishing a DBE Goal. The DBE goal on this project is 25%. The information shall be submitted with the proposal and shall include: (1) the name, address and telephone number of each DBE; (2) the description of the work to be performed by each DBE; (3) the approximate dollar amount/percentage of the participation. If the DBE firm(s) located within the State of Texas is located in the north region it must be currently certified or in the process of being certified by the North Central Texas Regional Certification Agency (NCTRCA). If the firm is DBE certified by another agency of the Texas Uniformed Certification Program (TUCP), it must seek M/WBE certification by the NCTRCA. Those firms outside of the State must be certified by the NCTRCA as well. All DBE's must have certification status with the (NCTRCA) in order to be counted towards the DBE goal on federally funded projects prior to recommendation for award being made to the City Council. If a proposer fails to meet the stated DBE Goal, in part or in whole, then a detailed explanation must be submitted to explain the Good and Honest Efforts your firm made to secure DBE participation. Failure to submit the DBE participation information or the detailed explanation of the proposer's Good and Honest Efforts to meet or exceed the stated DBE goal, may render the proposal non -responsive. The DBE plan will be part of the final weighted selection criteria. City of Fort Worth Disadvantaged Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is $50,000 or more, the DBE goal is applicable. If the total dollar value of the contract is Tess than $50,000, the DBE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Disadvantage Business Enterprises (DBE) in the procurement of all goods and services to the City on a contractual basis. The objective of the Policy is to increase the use of DBE firms to a level comparable to the availability of DBEs that provide goods and services directly or indirectly to the City. All requirements and regulations stated in the City's current Disadvantage Business Enterprise Program apply to this bid. DBE PROJECT GOALS The City's DBE goal on this project is % of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's DBE program by either of the following: 1. Meet or exceed the above stated DBE goal, or; 2. Good Faith Effort documentation, or; 3. Waiver documentation, or; 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the CBE documentation in person to the appropriate employee of the n anagincd department and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the rimeallocated. A faxedcopy wilt riotbeaccepted. 1. Subcontractor Utilization Form, if goal is met or exceeded: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated goal: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. 3. Good Faith Effort Form, if no participation: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. 5. Joint Venture Form, if goal is met or exceeded: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S DBE PROGRAM, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at (817) 392-6104. Rev. 6/1/12 X Lii i-4 g ‹ z >-, z < a- 2 0 i'"' 0 u.i 2 r2 Er' o.. $.1* w o 0 0 c) 0 c 0 >, co a. -6 0 a) _c a_ co PROJECT NAME: co 0 0 w z w 0 0. CITY'S DBE PROJECT GOAL: .1`.Z o tri Prime's DBE GOAL COMMITMENT: 0 0 0Ira -0. 0 0, 0 c o z 41 LL C 0 ‘C A -o v) 00 to '1) -° v) • c E te) CT " 1:1 ‘.. E 0 -0 c • 0 0 0 In 4-, t6 0 cu SE. co a a) 0. 0.0 0)•°' co a), c o ti al 0 -C 0 >4 a o J:) .0 0 4, > C “0- 0 :0 0 0. 0. -6 tn :a a o " ^ Q.0 c - 0 0 u c o c -0 lc 0 :0 (V 0 5 0 m, .d•-• t .0 00. 0 12S 0, -5 to •-• 3 E Zs ‘17 41) 0 0 t ?c 0 z 4C) If! C0°0 0 L. -0 lt 75 e 10 . 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N c y .0 [o- I us N C vs vs u1 </} t0 +' O a- Y ` �n N E vs vs I IxlI be 0 N u1 V} V} C O to Y v� O 0 L( V? O N I xl 2 ul C • c +-� 0 Iv►xlI 0 lfy C r0 N O 4 OY in Ln O. V) c C . 0 4,, a.. as vs E I ce L). w 0 w LL a w U SPECIFY TIER I z 0 N attach DBE certification N attach DBE certification O z >. x m l w x1E u Q 0 a. GXY > UZF-O roo r-i TYPE OF WORK TO BE PERFORMED LL 0 C L C 0 '.„ 0 0 0 m N m V? U J J C 0 475 LO a, 0. y' C !0 a 1- a a) a) m v ro Lam) ai E ro 00 C c 0 i-' a) 0 0 0 0 0 0 0) m t/> n m E Cm '-t 00 0 v cw3 O C N 02 u no Ym ( 'D LO c al Ot ON 0Ol 0v a- lb 0 m m m 0m c LI5m�o .n.0 a) N d - f0 a) w ^GEro Q .rRs 0 a. LL w U Z O) t N LD 0 0 0 0 0 co - co trT c co o a) o o U O c � 0 Ln U '-1 N N $ AMOUNT: ).0 lD 0 LD c co a) E O m 0 0 m LA a) d: ATTACHMENT 1A r-• Page 2 of 3 (continued) J O ▪ v Z C Z Q u m ' U K W FN- >- w In • cd O W O Ce CC CCD CERTIFIED DBE FIRM SPECIFY TIER less than $500K $500K to $2M 5 O 5 tIT attach DBE certification x more than $5M less than $500K $500K to $2M x 5 ,rr 0 5 N Cl) less than $500K x $500K to $2M 5 Lf1 49 2 less than $500K x $500K to $2M O C Le) O 5 N 5 L/1 VF c f0 L 0) O E TYPE OF WORK TO BE PERFORMED O a) N Y c .a 2 O r0 0 a 2 N 1..' 0 Q t!1 t/T E 0 o 0 o L) O c o O o y 00 O ,-, a`) vL Yka .X C 32. v z 3nS � O 0 2OO Q -0 a) • C Q I.-. L.L. J I - CA Hector Garcia me: GJ Seeding, LLC Z z cO C u -J J en C 0 5 -0 ro 0 a; E t0 Z LE) m O O m a) --- I-4 13 z C < LLJ g u re, 0 to) rt) cL 2 1- 0 LJ 0 a) E a 4) o. 0. to 0 4-) C.r) CG Lci CL Lei .0 • CC ID, 0 )r) 0 CC 00 /•••-• 0 3 •J2 Lt. 0.) 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LLJ L.) -Ca. 03 E o ATTACHMENT 1A less than $500K more than $5M less than $500K N u 0 0 t" 44 O `i• a.' a I!1 N t/ t/. more than $5M 0 2 SPECIFY TIER TYPE OF WORK TO BE PERFORMED u_ 0 Type of Work: 0 vi (71 0 0 t C •0 O :; ro r r_ d C IY w 1O O ro c � O 0 U u X C j ath 0 0 O C 0 0 0 a u OJ C j O a ` a' 0 t O O irms for work listed The undersigne V Z 0 0 h 0 w h- 0 h a d 0 w Z c P. -a h zTv- w 0 2 0 w ft 0 i'- CC 0 a CL h CC 0 h 0 LL Ll. 0 V w i h m LJ. S-- cc h th 1i d y; J \3 d Authorized Signature Printed Signature Contact Name and Title (if different) 214-596-7300 Phone Number E ro C ro 0. 0 U GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 (13 X O tL = LU -0U Z F- ? Z ar c0 0 0 N 2 -- O) O W a 0 N .d O 5 a N C tV 0) N W N W GF C 2 ti N 4? 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CA r r N 0 Q XV i c' � y i 4 N N W N r 09 ot M 45 NM t0 E co M 9 m N A q M V M Ntp t( soN 9 M mi N N 0•1 O W r a O CLASSIFICATION DESCRIPTION En a @ F- 4 Q' Asphalt Distributor Operator ' 0 c e Co ._ Q' IU a Asphalt Raker Belching Plant Operator, Asphalt Batching Plant Operator, Concrete m Boom Truck Operator Boring Machine Operator Broom or Sweeper Operator Communications Cable Installer ro W 12 -a" 4. 0 U o 0 Concrete Pavement Finishing Machine Operator (Concrete Paving, Curing, Float, Texturing Machine Operator Concrete Saw Operator ConcretetGunite Pump Operator Crane Operator, Hydraulic 80 tans or less a . I.- a a.9 v Ooo i ti x V 0 N E 0 N J o Oj F- ro m(0 8 m " V Cl. m E 0 c O {- 011 O o 8 m a E 0 N E 0 v a a o ro Q 0 (Crusher or Screen Plant Operator 2. o J m C 0 oo a q P a d m m O :u o W 'ExcavatorOperator, 50,000 pounds or less O. o s o E a O. {�J x W v pt ro u a e. n m, co m m o u. U 4 5rn a o u, 'Foundation Drill Operator, Crawler Mounted 'Foundation Drill Operator, Truck Mounted 'Front End Loader Operator, 3 CY or Less 'Front End Loader Operator, Over 3 CY m N 'o 'Laborer, Common Laborer, Utility Loadev8ackhoe Operator 3t U d M M tppto ar N to (0 �yy V M r M tr� c') M M M M M M m �{ 7 p `7 M nai r 4- r N— so 6 M t*� M M 4 pp� M'- N co yy M TEXAS COUNTIES IDENTIFIED BY WAGE RATE ZONES: 7, 8, 11, 12, 14, 16, 18, 34, 35, 37, 38, 40, 41, 54, 56, 63 County Name Zone County Name Zone County Name Zone County Name Zone Anderson 38 Donley 54 Karnes 37 Reagan 54 Andrews 54 Duval 41 Kaufman 35 Real 54 Angelina 38 Eastland 54 Kendall 16 Red River 38 Aransas 40 Ector 7 Kenedy 41 Reeves 18 Archer 35 Edwards 18 Kent 54 Refugio 37 Armstrong 7 El Paso 34 Kerr 37 Roberts 54 Atascosa 16 Ellis 35 Kimble 54 Robertson 16 Austin 56 Erath 38 King 54 Rockwall 35 Bailey 54 Falls 38 Kinney 18 Runnels 54 Bandera 16 Fannin 38 Kleberg 37 Rusk 11 Bastrop 16 Fayette 37 Knox 54 Sabine 38 Baylor 54 Fisher 54 Lamar 38 San Augustine 38 Bee 37 Floyd 54 Lamb 54 San Jacinto 56 Bell 16 Foard 54 Lampasas 16 San Patricio 40 Bexar 16 Fort Bend 56 LaSalle 41 San Saba 54 Blanco 37 Franklin 38 Lavaca 37 Schleicher 54 Borden 54 Freestone 38 Lee 37 Scurry 54 Bosque 38 Frio 37 Leon 38 Shackelford 54 Bowie 11 Gaines 54 Liberty 56 Shelby 38 Brazoria 56 Galveston 56 Limestone 38 Sherman 54 Brazos 16 Garza 54 Lipscomb 54 Smith 11 Brewster 18 Gillespie 37 Live Oak 37 Somervell 38 Briscoe 54 Glasscock 54 Llano 37 Starr 41 Brooks 41 Go►iad 40 Loving 54 Stephens 54 Brown 54 Gonzales 37 Lubbock 7 Sterling 54 Burleson 16 Gray 54 Lynn 54 Stonewall 54 Burnet 37 Grayson 35 Madison 38 Sutton 18 Caldwell 16 Gregg 11 Marion 38 Swisher 54 Calhoun 40 Grimes 38 Martin 54 Tarrant 35 Callahan 35 Guadalupe 16 Mason 37 Taylor 7 Cameron 8 Hale 54 Matagorda 37 Terrell 18 Camp 38 Hall 54 Maverick 41 Terry 54 Carson 7 Hamilton 38 McCulloch 54 Throckmorton 54 Cass 38 Hansford 54 McLennan 16 Titus 38 Castro 54 Hardeman 54 McMullen 41 Tom Green 7 Chambers 56 Hardin 56 Medina 16 Travis 16 Cherokee 38 Harris 56 Menard 54 Trinity 38 Childress 54 Harrison 63 Midland 7 Tyler 38 Clay 35 Hartley 54 Milam 38 Upshur 11 Cochran 54 Haskell 54 Mills 54 Upton 54 Coke 54 Hays 16 Mitchell 54 Uvalde 41 Coleman 54 Hemphill 54 Montague 54 Val Verde 18 Collin 35 Henderson 38 Montgomery 56 Van Zandt 38 Collingsworth 54 Hidalgo 8 Moore 54 Victoria 14 Colorado 37 Hill 38 Morris 38 Walker 38 Comal 16 Hockley 54 Motley 54 Waller 56 Comanche 54 Hood 38 Nacogdoches 38 Ward 54 Concho 54 Hopkins 38 Navarro 38 Washington 38 Cooke 54 Houston 38 Newton 38 Webb 8 Coryell 16 Howard 54 Nolan 54 Wharton 37 Cottle 54 Hudspeth 18 Nueces 40 Wheeler 54 Crane 54 Hunt 35 Ochiltree 54 Wichita 12 Crockett 18 Hutchinson 54 Oldham 54 Wilbarger 54 Crosby 7 Irion 7 Orange 56 Willacy 41 Culberson 18 Jack 38 Palo Pinto 38 Williamson 16 Dallam 54 Jackson 37 Panola 38 Wilson 16 Dallas 35 Jasper 38 Parker 35 Winkler 54 Dawson 54 Jeff Davis 18 Parmer 54 Wise 35 Deaf Smith 54 Jefferson 56 Pecos 18 Wood 38 Delta 35 Jim Hogg 41 Polk 38 Yoakum 54 Denton 35 Jim Wells 37 Potter 7 Young 54 DeWitt 37 Johnson 35 Presidio 18 Zapata 41 Dickens 54 Jones 35 Rains 38 Zavala 41 Dimmit 41 Randall 7 Revised 1-4-13 Railroad Agreement THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Dirks Road — Phase II CSJ: 0902 48 775 City Project No. 00768 CITY SECRET CONTRACT NO. NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. Al-"1'ER RECORDING RETURN TO: City of Fort Worth Transportation & Public Works Department Right -of -Way and Easements Division 900 Monroe Street, Suite 400 Fort Worth, Texas 76102 DFCA #20.205 Federal Highway Administration (FHWA) Not Research and Development TARRANT COUNTY CSJ NUMBER 0902-48-775 CITY PROJECT NUMBER 00768 Dirks Road, Fort Worth, Texas Existing RRMP # 5.43 — 6.23 Proposed RRMP # 5.43 — 6.23 FWWRR Folder No. CFW Contract No. 38775 EASEMENT AND RIGHT-OF-WAY AGREEMENT Dirks Road Underpass STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § THIS EASEMENT AND RIGHT-OF-WAY AGREEMENT (this "Agreement") is made and entered into as of the day of August, 2013 (the "Effective Date"), by and among CEN- TEX RURAL RAIL TRANSPORTATION DISTRICT, a rural rail transportation district and political subdivision of the State of Texas, ("Cen-Tex"), FORT WORTH & WESTERN RAILROAD COMPANY, a Texas railroad company (the "FWWR"), and the CITY OF FORT WORTH, TEXAS, a home -rule municipal corporation and political subdivision of the State of Texas (the "Grantee"). Cen-Tex is the owner of the Premises (as such term is hereinafter defined), subject to the Retained Easement and Option (as such terms are hereinafter defined) which are owned and held by FWWR. The Premises are to be encumbered by the Easements (as such term is hereinafter defined) as provided for in this Agreement. Cen-Tex and FWWR are sometimes collectively referred to herein as "Grantor". Such references to Grantor herein are made in respect to Cen-Tex and FWWR's respective property rights and interests in and to the Premises. Additionally, FWWR operates a railroad upon the Premises. EASEMENT AND RIGHT-OF-WAY AGREEMENT Dirks Road Underpass 1:\03704\0079\MH 0470. DOC Page 1 2. Underpass Easement: The Underpass Easement granted herein shall be a perpetual (subject to Paragraph 25 hereof) easement and right-of-way, upon, over and across the property of Grantor legally described by metes and bounds in Exhibit A-1 attached hereto and by reference made a part of this Agreement and depicted in Exhibit A-2, attached hereto and by reference made a part of this Agreement (the "Underpass Easement Premises"), solely for the construction, use, operation, maintenance and repair of (i) a four (4) lane roadway with median (Dirks Road), (ii) a twenty-four inch (24") water line incased in a thirty-six inch (36") steel pipe to be located in a 30 foot wide easement as depicted in Exhibit A-3 attached hereto and by reference made a part of this Agreement, (iii) an eight inch (8") sanitary sewer line incased in a sixteen inch (16") steel pipe to be located in a 40 foot easement as depicted in Exhibit A-3 attached hereto and by reference made a part of this Agreement, and facilities customarily used by Grantee in the operation of its roadway projects (collectively, the "Underpass Facilities") all as provided for in, and in accordance with, the Plans and Exhibit A-4 and Exhibit A-5 attached hereto and by reference made a part of this Agreement. The Underpass Facilities to be constructed by Grantee pursuant to this Agreement shall be used exclusively by Grantee and its successors, assigns, and licensees for roadway purposes (including maintenance and repair of the Underpass Facilities and the Facades (as hereinafter defined) and such other uses that (i) are customarily made of underpass roadway rights -of -way, including, but not limited to, utility, pipeline, or communication purposes or the granting of such rights to third parties in and to the Underpass Easement and (ii) in no material respect increase the burden on Grantor's property of the rights herein conveyed. For the avoidance of doubt, the rights granted Grantee in and to the Underpass Easement will not be construed as granting, and does not grant, any rights in or to Grantor's property outside of or not included in the Underpass Easement Premises. The Underpass Facilities shall be constructed and maintained at Grantee's sole cost and expense in accordance with the dimensions and specifications for the Underpass Facilities included in the Plans. The Plans shall be subject to the prior written approval of FWWR, not to be unreasonably withheld or delayed, and in all events either granted or denied (accompanied with a reasonable explanation for the basis of the denial) within ten (10) business days. Withholding approval shall be deemed reasonable if the proposed plans call for any revisions in the design or construction of the Underpass Facilities that are materially adverse to Grantor, its property or operations and not contained in any preliminary plans previously provided to, and approved by, FWWR. Work shall not commence on the Premises until the Plans are approved by FWWR. Any material revisions to the Plans and any future plans and specifications with respect to any rights granted herein shall be subject to the prior written approval of FWWR, not to be unreasonably withheld or delayed, and in all events either granted or denied (accompanied with a reasonable explanation for the basis of the denial) within ten (10) business days. 3. Temporary Construction Easement: The Temporary Construction Easement granted herein shall be a temporary easement and right-of-way upon, over and across the property of Grantor legally described and depicted in Exhibit B-1 and Exhibit B-2 attached hereto and by reference made a part of this Agreement (the "Temporary Construction/Maintenance Premises"), solely (i) for the construction of the Underpass Facilities, and (ii) for the following work required to adjust the rail facilities of FWWR in order to accommodate the construction of the Underpass Facilities: removal of the existing bridge, tracks and related improvements, the construction of a new bridge ("Bridge"), supporting headwalls ("Headwalls"), facades covering the headwalls ("Facades"), supporting bents ("Bents"), retaining EASEMENT AND RIGHT-OF-WAY AGREEMENT Dirks Road Underpass I :\03704\0079\MH0470. DOC Page 3 property above, underneath and adjacent to the Underpass Facilities Easement to construct, reconstruct, upgrade, place, replace, remove, inspect, maintain, repair, alter, renew, improve, and operate pipelines (and related installations and systems), utility lines (and related installations and systems), tracks, railroad facilities (and related installations and systems) including, but not limited to, (i) the maintenance and repair of the Bridge, Headwalls and Bents, and (ii) the installation of a second bridge above the Underpass Facilities Easement and supporting bents to be located in the roadway median, and communication lines (and related installations and systems) above, below and on the surface of its property, and such other uses that FWWR deems appropriate, provided, however, that no such right, obligation, reservation, use or grant by Grantor or any person or entity holding rights by, through, or under Grantor will be made that materially interferes with, or prevents Grantee from the exercise of the rights provided Grantee under this Agreement, or that interferes with the safe and efficient use of the Underpass Facilities for their intended purposes. Without limiting the foregoing, Grantor may not attach pipelines, utility or communications lines or any other objects to the Underpass Facilities without Grantee's prior written approval. (b) The Easements are also subject to those restrictions, covenants, conditions, reservations, easements, licenses, utility rights and purchase options of whatever nature relating to the Premises and all zoning laws, regulations, statutes, restrictions, ordinances of municipal and/or other governmental authorities, but only to the extent they are in effect and enforceable against the Premises. In addition, Grantor shall have the right to renew, amend, modify and extend any instrument or agreement with respect to any restrictions, covenants, conditions, reservations, easements, licenses, utility rights and purchase options except to the extent resulting in additional interference with Grantee's rights under this Agreement, including the safe and efficient use of the Underpass Facilities as provided for herein. Notwithstanding anything in the forgoing to the contrary, nothing contained herein shall restrict FWWR's rights to add additional rail lines on, and utility facilities under, Grantor's property affected by this Agreement. Further, Grantee accepts the Premises "AS -IS AND WITH ALL FAULTS", Grantor making no warranties as to fitness for the purpose of which Grantee intends to use the Premises. The Easements are also subject to all outstanding superior rights (including those in favor of licensees and lessees of Grantor's property, and others). 7. Construction, Maintenance and Operation: (a) Grantee shall bear the costs and expenses incurred in connection with the construction of the Underpass Facilities and the Related Work and Improvements. Upon completion of construction, Grantee shall be responsible, at its sole cost and expense, for the maintenance and repair, as well as any and all modification, revision, or removal, of the Underpass Facilities, the Facades and the Retaining Walls. The costs and expenses for which Grantee shall be responsible include all reasonably necessary third -party expenses incurred by FWWR in connection with the Underpass Facilities and the Related Work and Improvements for consultants, engineers, surveyors, construction managers and the like that FWWR reasonably retains in connection with the supervision, management and administration of Grantee's work and, in addition thereto, charges, expenses and stipulated reimbursements of FWWR associated with maintaining operations during the work related to the Underpass Facilities and the Related Work and Improvements as provided for elsewhere in this Agreement, including, but not limited EASEMENT AND RIGHT-OF-WAY AGREEMENT Dirks Road Underpass I :\03704\0079\MH0470. DOC Page 5 (e) During the Construction Easement Term, (i) FWWR and Grantee will work reasonably with one another with respect to the process described in this Subparagraph 7.(e) and (ii) FWWR shall make available to Grantee the following continuous (subject to the remaining terms hereof) windows for Grantee's work on the Premises: (i) Four (4) four (4) hour continuous work windows between the hours of 7 am and 7 pm (each a "Day Window"). Grantee shall use all reasonable efforts to accommodate FWWR's preference for Day Windows to extend from 7:00 am to 11:00 am, (ii) Four (4) seven (7) hour continuous work windows between the hours of 11 pm and 6 am (each a "Night Window"). The Day Windows and Night Windows are sometimes referred to herein together as "Windows" and each a "Window", (iii) one (1) fourteen (14) hour continuous work window between the hours of 7:00 am and 9 pm on a Saturday for the purpose of cut in of the new rail to be installed with the existing rail on either end of the work to be performed as part of the Related Work and Improvements. (iv) There shall be no more than two (2) Day Windows in any month during the Construction Easement Term unless agreed to by FWWR and exclusive of Day Windows cancelled or interfered with, (v) Grantee shall give FWWR not less than two (2) weeks advance notice of its request for a Window (a "Window Request"), (vi) FWWR and Grantee shall meet as soon as reasonably possible after Grantee issues a Window Request in order to review the proposed Construction Coordination Plans for the subject Window, for FWWR to provide comments and suggestions regarding the Window, and to otherwise coordinate the work to be undertaken during the Window. However, such undertakings on the part of FWWR shall not be considered as FWWR's final approval of the Window, which occurs as and when described in (vii) below, and, correspondingly, Grantee may cancel or request an adjustment to a Window Request prior to FWWR's final approval of that Window as provided in (viii) below which will not count against the Windows provided Grantee in (i) or (ii) above or against FWWR's or Grantee's allotment of Day Window cancellations provided in (viii) below, (vii) FWWR and Grantee shall have weekly construction coordinating and work review meetings upon issuance of a Window Request in order to address the parties' respective operational issues and needs and to refine plans for the upcoming Window ("Coordination Meeting"), (viii) FWWR shall give final approval in writing of the Window at least seven (7) days in advance of the proposed Window, EASEMENT AND RIGHT-OF-WAY AGREEMENT Dirks Road Underpass 1:\03704\0079\MH0470. DOC Page 7 Construction/Maintenance Premises followed by a minimum of hourly notifications of Unit Train location, progress and adjusted ETA, (xiv) In the event a Unit Train arrives at the Temporary Construction/Maintenance Premises earlier than its ETA provided Grantee four hours in advance as provided for in (xii)(C) above, the Unit Train shall hold prior to entering the Temporary Construction/Maintenance Premises until the ETA as originally reported to Grantee, and (xv) Grantee may, on no more than two (2) occasions during the Construction Easement Term require a Unit Train to wait for a period of time of up to two (2) consecutive hours prior to entering into the Construction/Maintenance Premises during a Night Window (each, a "Window Hold"). Grantee shall reimburse FWWR the penalty for each Window Hold of from one (1) to sixty (60) minutes the sum of $2,000 and for each Window Hold of from sixty-one (61) to one -hundred and twenty (120) minutes the sum of an additional $2,000, if charged. In addition, Grantee shall reimburse/ pay FWWR for the actual fuel, crew and car charge (estimated at approximately $500 an hour) occasioned by any such delay. Such payment shall be made within thirty (30) days of invoice by FWWR, together with reasonable supporting documentation. (f) The following activities on the Premise shall be permissible without the need for a Window or cessation of FWWR's activities: (i) Grantee Permitted to Work Within Grantor's Right -of -Way_ • Conditions: > Only outside twenty-five (25) ft. from track • Only with flagman > Only as previously coordinated in the preceding week's Coordination Meeting, unless otherwise approved in writing by FWWR's Chief Project Engineer or his or her duly authorized representative in such person's sole discretion • Purposes: ➢ Prep work for Windows and closures • Staging for personnel, materials, and equipment needed for construction operations > Placement of temporary structures (e.g., concrete forms, shoring, scaffolding, level -up pads) that may remain in place until that particular location's work is complete (ii) Temporary and Limited Intrusions Inside 25 Feet and Over Track • Conditions: • Only with flagman • Only as previously coordinated in the preceding week's Coordination Meeting, unless otherwise approved in writing by FWWR's Chief Project Engineer or his or her duly authorized representative in such person's sole discretion • Only brief intrusions of fifteen (15) minutes or less that does not interfere with FWWR's operations. EASEMENT AND RIGHT-OF-WAY AGREEMENT Dirks Road Underpass 1:\03704\0079\MH 0470. DOC Page 9 Chief Engineer Fort Worth & Western Railroad Company Hodge Yard Office 2495 E. Long Avenue Fort Worth, Texas, 76106 (817) 222-9798 Ext. 101 Cell: (817) 821-2342 Fax (817) 222-1409 (b) Grantee, at its own expense, shall adequately police and supervise all work to be performed. The responsibility of Grantee forsafe affecteddct by nFWWR'sd aapprovalnof he g and supervision of work shall not be lessened or otherwise Plans involving the work, or by FWWR's collaboration in eormance of any work,e of FWWR, presence at the work site of FWWR's Chief ProjectEngineer o,other representative or by compliance by Grantee with any requests or recommendations made by FWWR's Chief Project Engineer or other representative of FWWR. (c) At the request of FWWR, Grantee shall remove from Grantor's property any employee who fails to conform to the reasonable instructions the work oof n FWWR's S Chi ef perProject Engineer or other representative of FWWR in connection (d) Grantee shall notify FWWR's Chief Project Engineer no later than the preceding week's Coordination Meeting in advance n ofif propos25)ed eept rf any ormancerofoan work a k, in or which any person or equipment will be within twe yimited will be near enough to any track that any equipment feet of any sion (as operationalhrack. Nolwork of any crane boom) will reach to within twenty-five (25) y vehicle(s), or kind shall be performed, and no person,placed, orpestored�hinery, tool(s), w thi 1 twenty-fiveeria(25)l(s)feet of any of thing(s) shall be located, operated, p FWWR's operational track(s) at any time, for ny �ce atthe preunless and c ding week Coordination ad flagman is provided to watch for trains. Upon receipt of such no Meeting, FWWR's Chief Project Engineer or other representative ther anyf spedlRpro will determine e e mine and fety inform Grantee whether a flagman need be present and measures need to be implemented. If flagging r nt contractor re other special protective such charges orasures expenaes performed by FWWR, FWWR will bill G uch ls ir incurred by FWWR as provided for herein. Grantee's contractor of s shall pyay s ptbiil lewsuppoh i ty g (30) days of receipt of billing and presentmentor others special protective or safety measures documentation. If FWWR performs any flagging, p are performed by FWWR, Grantee agrees that Grantee and/or its contractor is not relieved of any of responsibilities or liabilities set forth in this Agreement. (e) The rate of pay per hour for each flagman will be the prevailing hourly rate charged by FWWR in effect for an eight -hour dw �for he schedules of FWWR in eff flagmen used fect at regularly assigned hours and overtime in accordance the time the work is performed, including one and one-half times the ccurren hourly y rate for holidays. Wage rates are subject to change, ate any by law or FWWR and its employees or contractors. If the wage rate or additional charges are changed Page 1 1 EASEMENT AND RIGHT-OF-WAY AGREEMENT Dirks Road Underpass 1.\03704\0079\MH0470. DOC 9. Restoration of the Premises / Grantor Improvements: Following any activities by Grantee or its contractors on the Premises, Grantee shall remove any debris and restore any damage to the surface of the Premises resulting from on nteehatexorisits pontror c ohe activities as nearly as reasonably practicable to the samely initiation of such activities, except as otherwise providedin rantohand FWWR foris Agreement oany d magetor agreed to by the parties. Grantee shall be responsible to C destruction to Grantor's or FWWR's property or improvements hich and keep insued) the Underpass pass or arises from the activities of Grantee or its contractors. Grantee shall maintain Facilities and Retaining Walls at all times during the term of this Agreement, at its to not saund e expense, in good and structurally sound working order and asements damage to, or interference with Grantor's or FWWosuchysteps as are necessary in the vicinity of the Eo prevent granted herein. Grantee or its contractors shall also take damage to Grantor's and FWWR's property by soil erosion and odrainagethe Plansfroe represents or its contractor's activities. Notwithstanding FWWR s approvalhave that the Underpass Facilities and the Related Work and Improvements to ovcau e ntdashav to been designed, erig ed, a property shall be constructed and maintained, in a manner so as not l erosion or or any adjoining property due to structural failure,upheaval, for, andlpromptdy repair, at � is sole cost similar circumstances. Grantee agrees to be responsible and expense, any such damage caused by structural failure, upheaval, settlement, drainage, soil erosion or similar circumstances due to its activities hereunder. ctivities of Grantee cause or 10. Reimbursement for FWWR's kn facilitiesdowned by Grantor or FWWR, require FWWR to make such changes or alterations including but not limited to the railroad bed or ballast, facilities ombuildings locatedn uponn facilities, pole and wire lines, sewer and drainage, or other Grantor's property, in order to maintain continuous serviceFacilities,will restore them to former con it on for service following construction of the Overhead and (10)business days prior written notice thereof and permitthey Grantee ne to r seonnbly reviewe or discuss the proposed changes and alterations to confirm y re uired by Grantee's activities. Grantee shall reimburse FWWR cu for such c osts FWWR,t array(the y (30) days of invoice and p' q resentment of reasonable support g uty to Effective Date, has no current actual knowledge, without Plans and othertrequirements as ate, that the construction of the Overhead Facilities in accord provided for in this Agreement will require FWWR to make changes or alterations in facilities owned by Grantor or FWWR as provided for above. 11. Future Damages Caused by Grantee: After the initial construction, Grantee agrees to pay FWWR for all future damages caused] fa ilities o r ownedproperty yractorsorby n Grantor or ractors in FWWR by Grantee or its agents, servants, employees, d acti v performing such future construction, maintenance or other relate understand that itsGs with re onsp ct to the Underpass Easement. Grantor and Grantee agree and herein paid does not include payment of the damages eaused re onshu tthng,e osubstituting,m changing, inspecting, testing, protecting, repairing, restoring, altering, converting, or relocating of the Underpass Facilities or d meager iWork and nImprovements the other after the initial construction, and Grantee shall payuch consideration required or referenced under this Agreement to be paid to Grantor. Page 13 EASEMENT AND RIGHT-OF-WAY AGREEMENT Dirks Road Underpass 1:\03704\0079\MH0470. DOC whatsoever imposed on it by this Agreement. Each party shall promptly respond to a request by the other party for information regarding said conditions or activities. (e) Notwithstanding anything to the contrary set forth in this Paragraph 13, Grantor's contractual obligations under Subparagraphs P and lthe Related through W(d) will o k and apply only og Grantee's construction of the Underpass Facilities Ea during any subsequent exercise by Grantee of ihebe oporar dnstruMain enancesinors rel evingT e r foregoing sentence is not intended, nor should purporting to release or relieve, Grantor from the operation of any Environmental Laws or as the assumption by Grantee, or Grantee's release of Grantor from, Grantor's obligations under any Environmental Laws. 14. Delays: FWWR shall be reimbursedby contractoror of FWWRGrantee �s documented train delay costs and lost revenue dueto any delays or train operations resulting from Grantee's activities andxce��R aag eese p tofically provide authorized Grantor or permitted under this Agreement), documentation to support any delay or interrvuiphin tion yms. Grantee or its (30) days of invoice contractor presentment of otherwise reimburse FWWR for such costs thirty reasonable supporting documentation. Notwithstandingndowsthe andf other ng to the rights xpresosly►provided , this provision shall be inapplicable with respect to Grantee elsewhere in this Agreement. ts, if any, n and as, 15. Reservation of Minerals: Gr'an°rreserves all ►n minerals under surface of thet Premises; provided, oil, sulphur, uranium, fissional materials, and other provided, however, that Grantor shall not be permitted to explore, drill, mine, produce, or operate r s e for oil, gas, sulphur, uranium, fissional materials, orohemi nralsior produproductscts on nh from under surface of the Premises, but will be permitted to extract such minerals, the Premises by directional drilling or other means fm disturbed located outside the and the Underpass Facilities and aries of the Premises so long as the use of the Premises is not the Related Work and Improvements are left with proper, sufficient, and permanent support and are not endangered, obstructed, damaged, or interfered with. 16. Limitation on Interference: (a) Grantee shall, at its sole cost and subject to all Laws, exercise its rights hereunder with respect to the Underpass Facilitiesand nhe Related ely e Workpdesiand gn,isin such a manner (including, but not by way of limitation, materials and construction) that it will not at any time bsource fuh�e tgacker �, roadbed, or �fac ity with the constant, continuous and uninterrupted use of present or and property of Grantor except with regard to Windows reunderother rigarrights tbe cifically out indt d Grantee elsewhere in this Agreement. Grantee's activities manner as provided in this Agreement. (b) Except as provided in this Agreement, no additional vehicular crossings (including temporary haul roads) or pedestrian crossings writtenover rperm lion of FWWR, trackage shall be installed or used by Grantee or its contractors withoutprior Page 15 EASEMENT AND RIGHT-OF-WAY AGREEMENT Dirks Road Underpass 1:\03704\0079\MH0470. DOC The policy shall also contain the following endorsements which shall be indicated on the certificate of insurance: • CG 20-10-0704 and CG 20-37-0704 (or substitute forms providing equivalent coverage). • The exclusions for railroads (within fifty feet (50') from any railroad including but not erpasses or limited to tracks, bridges, trestleexr to ions collapse, lsanddundergroundrossings) hazayds shall be • Any exclusion related to the p removed and shall be indicated on the certificate of insurance. • Waiver of subrogation • Cen-Tex and FWWR named as an additional insureds. • Grantee's insurance policies must include wording which states that policy(ies) shall be primary and non-contributory with respect to any insurance carried by Cen-Tex and FWWR. B. Business Automobile Insurance. Business Automobile Insurance shall contain a combined single limit of at least $2,000,000 per occurrence or claim, including but not limited to coverage for the following: • Bodily injury and property damage • Any and all motor vehicles including owned, hired and non -owned The policy shall also contain the following endorsements which shall be indicated on the certificate of insurance: • Motor Carrier Act Endorsement- Hazardous materials cleanup (MCS-90) if required by law • Waiver of subrogation • Cen-Tex and FWWR named as an additional insureds C. Workers Com ensation and Em to ers Liabilit Insurance. Workers Compensation and Employers Liability Insurance shall contain coverage, including but not limited to coverage for the following: Grantee's statutory liability under the workers' compensation laws of the state(s) affected by this Agreement • Employers' Liability (Part B) with limits of at least: $1,000,000 each accident $1,000,000 disease policy limit $1,000,000 each employee If Grantee is self -insured, evidence of state approvals must sall tnbe provided re vi liability along narising out evidence of excess workers compensation coverag g of the Federal Employers Liability Act, if applicable. Page 17 EASEMENT AND RIGHT-OF-WAY AGREEMENT Dirks Road Underpass 1:\03704\0079\MH0470. DOC Other Requirements G. Punitive damage exclusion, if any, must be deleted, which deletion shall be indicated on the certificate of insurance. H. Grantee agrees to waive its right of recovery, and its insurers, through inst Grantor. Grantee policy endorsement, agree to waive their right �� be their�nghtaof subrogation against Gran or er waives its right of recovery, and its insurers al for loss of its owned or leased property or propertyunder ance carried custody Granto�nor either party insurance shall be primary with respect to any ins comprising Grantor. All waivers of subrogation shall be indicated on the certificate of insurance. I, All policy(ies) required above (excluding Workers Compensation) shall provide severability of interests and shall names d FWWRen-Tex das addtonalas dinsureds shall be ditional insureds. Severability of interest and naming Cen-Tex indicated on the certificate of insurance. The extente1age r nnderto CISO ex Add�io a1WInsured additional named insureds shall, to theprovided Endorsement CG 20 26 and CA 20 48, provide coverage for Cen-Tex's and FWWR's negligence whethersole or partial, active or passive, and shall not be limited by Grantee's liability under the indemnity provisions of this Agreement. J. Prior to commencing any work, Grantee shall furnish to FWWR original nts, certificate(s) of insurance evidencing the required obligates thei insurance company(ieds) issuing amendments. such The certificate(s) shall contain a provision that o g cancellation, policy(ies) to notify Grantor in writing at least thirty (30) days priorto any non - renewal, substitution or material alteration. Grantee also agrees that: (i) Upon request from FWWR, a duplicate original of any required policy shall be furnished. (ii) Failure to provide evidence of insurance as required by this Paragraph shall entitle, but not require, FWWR to (i) terminate immediately, and until such time as Grantee provides evidence of insurance as required r aboutby sParagrap, Grantee's right, the Premise and to undertake activitiesthe right of any of Grantee's contractors, to come oof activities contemplated hereunder and/or (ii) ndmGranteeinate �s fail re to s tupon the prov de such giving evidencewritten of notice to Grantee as provided for herein a insurance prior to the expiration of forty-five (45) days from the date of such notice. (iii) The right of Grantee, its contractors, subcontractors, agents and employees to use or occupy the Premises in accordance evidence of rtinsuran eggs requiredshall by this immediately upon Grantee's failure to provide Paragraph and shall continue until Grantee provides evidence of insurance as required by this Paragraph, subject, however, to the right to terminate in (ii) above. Page 19 EASEMENT AND RIGHT-OF-WAY AGREEMENT Dirks Road Underpass 1:\03704\0079\MH0470. DOC 21. RISK ALLOCATION AND INDEMNITY: A. FOR PURPOSES OF THIS PARAGRAPH 21, THE "COMPANY GROUP" SHALL BE COMPRISED OF FWWR, ITS PARENT COMPANY, ITS SUBSIDIARY COMPANIES, ITS ATE COMPAS, SERVANTS NAGENTSDTHEIR RESPECTIVE , REPRESENTATIVES, DIRECTORS, OFFICERS, EMPLOYEES, AND INVITEES; B. FOR PURPOSES OF THIS PARAGRAPH 21, THE "GRANTEE GROUP" SHALL BE COMPRISED OF: (i) GRANTEE, ITS DIRECTORS, OFFICERS, EMPLOYEES, SERVANTS, AGENTS, REPRESENTATIVES AND INVITEES; AND NITS (ii) ANY COFFOICERSCTOR HIRED MPLOYE SBYGRANTEE SERVANTS, AAGENTS, RESPECTIVE DIRECTORS, REPRESENTATIVES AND INVITEES OF SUCH CONTRACTOR. C. TO THE FULLEST EXTENT ALLOWED BY LAW, GRANTEE AGREES TO PROTECT, DEFEND, INDEMNIFY AND HOLD CEN-TEX AND THE COMPANY GROUP HARMLESS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, AND CAUSES OF ACTION OF EVERY KIND AND CHARACTER ARISING OUT OF OR RESULTING FROM THE WORK, SERVICES, OR ACTIVITIES THAT ARE THE SUBJECT MATTER OF THIS AGREEMENT OR THE USE AND EXISTENCE OF THE OVERHEAD FACILITIES, ON ACCOUNT OF PERSONAL OR BODILY INJURY, ILLNESS, OR DEATH OF ANY PERSON OR DAMAGE TO OR LOSS OF ANY PROPERTY, REGARDLESS OF WHOMAY BE AT FAULT OR S STATUTE, RULE OR THEORY OF LAW WISE RESPONSIBLE UNDER ANY CONTRACT, D. EXCEPT REGARDING WINDOWS AND OTHER RIGHTS SPECIFICALLY GRANTED TO GRANTEE ELSEWHERE IN THIS AGREEMENT, GRANTEE ADDITIONALLY AGREES TO BE RESPONSIBLE FOR AND PROMPTLY REIMBURSE CEN-TEX AND THE COMPANY GROUP FOR ANY AND ALL DAMAGES, LOSSES OR LIABILITIES, INCLUDING, BUT NOT BY WAY OF LIMITATION THE COSTS OF BUSINESS INTERRUPTION AND CONSTRRE-ROUTING UCT ON AND/OR REPAIRS TO THE AS A RESULT OF, OR RELATING TO, OVERHEAD FACILITIES AND/OR CASUALTY WITH RESPECT TO THE OVERHEAD FACILITIES, EXCEPT TO THE EXTENT SUCH BY,THEREPAIRS NEGLIG NEGLIGENCENECESSARY OR WILLFUL OR SUCH CASUALTY IS CAUSED MISCONDUCT OF CEN-TEX AND/OR THE COMPANY GROUP. E. GRANTOR WILL NOTIFY GRANTEE OF ANY CLAIM, DEMAND OR SUIT THAT MAY BE PRESENTED TO OR SERVED UPON IT BY ANY PERSON ARISING OUT OF OR RESULTING FROM THE WORK, SERVICES OR ACTIVITIES THAT ARE SUBJECT MATTER OF THIS AGREEMENT, AND THE EXISTENCE OF THE OVERHEAD FACILITIES, AFFORDING GRANTEE AN OPPORTUNITY TO ASSUME THE DEFENSE OF SUCH CLAIM. EASEMENT AND RIGHT-OF-WAY AGREEMENT Dirks Road Underpass I :\03704\0079\MH0470. DOC Page 21 25. Termination: (a) Except as specifically provided for to the contrary in Paragraph 20 J. (ii) and (iii) regarding insurance requirements, if Grantee continues in default in the performance of any covenant or agreement herein contained for a period of forty-five (45) days after written notice from FWWR to Grantee specifying such default (and for such additional time as is reasonably necessary for Grantee to effectuate a cure, provided Grantee promptly commences and thereafter diligently pursues such cure and FWWR does not incur liability, cost, delay or interference with service, or other harm, during or as a result of such additional time), FWWR may, at its option, forthwith immediately terminate this Agreement by written notice. In addition to, and notwithstanding anything contained in the above to the contrary, in the event of any default in the performance of any covenant or agreement herein contained which causes or results in an interruption of rail service or, in FWWR's reasonable judgment, an unsafe condition, FWWR may, but is not obligated to, immediately take such action on behalf of Grantee, at Grantee's cost, in order to address such interruption and in order to reestablish service. (b) Notice of default and notice of termination may be served personally upon Grantee or by mailing to the last known address of Grantee. Termination of this Agreement for any reason shall not affect any of the rights or obligations of the parties hereto which may have accrued, or liabilities, accrued or otherwise, which may have arisen prior thereto. FWWR may exercise any right of termination provided hereunder with respect to any breach of any obligations in favor of Cen-Tex. 26. Assignment: Grantee shall not assign or transfer this Agreement, in whole or in part, or any rights herein granted, without the advance written consent of FWWR which will not be unreasonably withheld or delayed. It is further agreed that any transfer or assignment or attempted transfer or assignment of this Agreement or any of the rights herein granted, whether voluntary, by operation of law, or otherwise, without such consent in writing, shall be absolutely void and, at the option of FWWR, shall terminate this Agreement. Notwithstanding any such assignment or transfer for which FWWR gives its consent as provided for hereunder, such assignment or transfer shall not be effective unless and until the assignee or transferee has assumed in writing all of the obligations and liabilities of Grantee hereunder. In addition, Grantee shall remain liable to Grantor for any failure to perform hereunder by Grantee prior to the date of the assignment or transfer and the terms, conditions, and provisions hereof shall extend to and be binding upon the heirs, executors, administrators, personal representatives, successors and assigns (limited as herein stated) of the parties hereto. Notwithstanding the foregoing, any legislative or similar actions whereby another governmental entity succeeds to the interests of Grantee in the Project will be an effective assignment of Grantee's rights and obligations under this Agreement to that successor, provided that (i) successor assumes in writing all of the obligations and liabilities of Grantee under this Agreement and (ii) at the time of such assignment, Grantee is not in default under any of the terms or provisions hereof. 27. Successors and Assigns: Subject to the provisions of Paragraph 26 above, the rights, obligations, terms, and conditions of this Agreement shall inure to the benefit of and be binding on any successors and assigns of Grantor (or either party comprising Grantor) and Grantee. EASEMENT AND RIGHT-OF-WAY AGREEMENT Dirks Road Underpass 1:\037 04\0079\M H 0470. D OC Page 23 In the event that the Option is hereafter exercised as to all or any portion of the Premises, the party into which title vests as to all or any such portion of the Premises as a result thereof shall succeed to the rights, and be bound by the obligations, of Cen-Tex under this Agreement with respect to the Premises or such portion thereof. In the event that Cen-Tex is hereafter vested with any of those certain exclusive rights and easements retained by Cen-Tex Rail Link, Ltd. (together, the "Retained Easement") in (i) the Deed Without Warranty dated May 20, 1994 recorded in Volume 11657, Page 2246, Real Property Records of Tarrant County, Texas, by which the Premises (and other real property) was conveyed by Cen-Tex Rail Link, Ltd. to Cen-Tex, and/or (ii) any corrections or amendments to such Deed Without Warranty, which Retained Easement was assigned to, and is currently owned and held by FWWR, including but not limited to the right to grant easements in and to the Premises to third parties such as Grantee, whether as a result of termination of the Retained Easement or otherwise, Cen-Tex shall succeed to the rights, and be bound by the obligations, of FWWR under this Agreement with respect to the Premises or any such portion thereof. In such event, and if Cen-Tex enters into any agreement with another party to operate rail service (a "Subsequent Rail Operator") on the Premises or any such portion thereof, Cen-Tex shall cause and require the Subsequent Rail Operator to be bound by the obligations of FWWR under this Agreement with respect to the Premises or any such portion thereof, whereupon the Subsequent Rail Operator shall succeed to the rights of FWWR under this Agreement with respect to the Premises or any such portion thereof. FWWR and Cen-Tex acknowledge, covenant and agree that nothing stated in this Paragraph 32 is intended to, or shall, modify, change or otherwise affect (A) the terms and provisions of the Option or the Retained Easement, or (B) Section 27 above in this Agreement. 33. Office of Management and Budget (OMB) Cost Principles: In order to be reimbursed with federal funds, the parties shall comply with the Cost Principles established in OMB Circular A-87 that specify that all reimbursed costs are allowable, reasonable, and allocable to the Project, if and to the extent required by the authorization for any Federal -aid highway funds applied to the Agreement. 34. Disadvantaged Business Enterprise (DBE) Program Requirements: Grantor maintains that it does not qualify as a recipient or sub -recipient under this Agreement of Federal - aid highway funds authorized under Titles I (other than Part B) and V of the Intermodal Surface Transportation Efficiency Act of 1991 (ISTEA), Pub. L. 105-Stat. 1914, or Titles I, III, and V of the Transportation Equity Act for the 21st Century (TEA-21), Pub. L. 105-178, 112 Stat. 107 (collectively "FHWA Funds") and that this Agreement does not qualify as a Federal -aid construction contract. If and to the extent required by the authorization for any Federal -aid highway funds applied to this Agreement, upon prior written notice, the Railroad agrees: (a) The Grantee and Grantor shall set an appropriate DBE goal pursuant to 49 CFR Part 26 for this Agreement consistent with the State's DBE guidelines and in consideration of the local market, project size, and nature of the goods or services to be acquired. The Grantor shall have final decision -making authority regarding the DBE goal and shall be responsible for documenting its actions. EASEMENT AND RIGHT-OF-WAY AGREEMENT Dirks Road Underpass 1:\03704\0079\MH 0470. DOC Page 25 federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement. (b) If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with federal contracts, grants, loans, or cooperative agreements, the signatory for the Railroad shall complete and submit the Federal Standard Form- LLL, Disclosure Form to Report Lobbying, in accordance with its instructions. (c) The parties shall require that the language of this certification shall be included in all lower tier subcontracts executed by such party, which exceed $100,000, and all such sub -recipients shall certify and disclose accordingly. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Title 31 USC §1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each failure. 38. Federal Funding Accountability and Transparency Act Requirements: If and to the extent required by the authorization for any Federal -aid highway funds applied to this agreement, the Railroad agrees: (a) Any recipient of funds under this Agreement agrees to comply with the Federal Funding Accountability and Transparency Act (FFATA) and implementing regulations at 2 CFR Part 170, including Appendix A. This Agreement is subject to the following award terns: (i) http://edocket.access.qpo.gov/2010/pdf/2010-22705.pdf and (ii) http://edocket.access.qpo.gov/2010/pdf/2010-22706.pdf. (b) Grantee and FWWR agrees that it shall: (i) Obtain and provide to the State a Central Contracting Registry (CCR) number (Federal Acquisition Regulation, Part 4, Sub -part 4.1100) if this award provides more than $25,000 in Federal funding. The CCR number may be obtained by visiting the CCR website whose address is: https://www.bpn.gov/ccr/default.aspx; (ii) Obtain and provide to the State a Data Universal Numbering System (DUNS) number, a unique nine -character number that allows the Federal government to track the distribution of federal money. The DUNS may be requested free of charge for all businesses and entities required to do so by visiting the Dun & Bradstreet on-line registration website http://fedgov.dnb.com/webform; and (iii) Report the total compensation and names of its top five (5) executives to the State if: EASEMENT AND RIGHT-OF-WAY AGREEMENT Dirks Road Underpass 1:\03704\0079\MH0470.DOC Page 27 (d) This Agreement shall not be modified except by written agreement of the parties. In the event of any conflict between the provisions of this Agreement and the provisions of any other written document or agreement between the parties, the provisions of this Agreement shall control. [SIGNATURE AND ACKNOWLEDGMENT PAGES FOLLOW] EASEMENT AND RIGHT-OF-WAY AGREEMENT Dirks Road Underpass I :\03704\0079\MH0470. DOC Page 29 IN WITNESS WHEREOF, this instrument is executed this /5 day of4v6vcr, 2013. FORT WORTH & WESTERN RAILROAD COMPANY Printed N e: $ rW ��✓ e Title: rite. s (DE•✓T ` •• W O THE STATE OF TEXAS COUNTY OF /ai(0,(11 On this 1, day of , 2013, before me, a Notary Public in and for said State, personally appeared e or ii e of Fort Worth & Western Railroad Company, and who is personally ktirfwn to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same in his authorized capacity as cV (ICC) of Fort Worth & Western Railroad Company and that he executed the instrument for the purposes and consideration therein expressed on behalf of said Railroad. Cnkti,,A 1 jAk_ilk a N tary Public in • • n UTARy••�'L F > : d - ••.cif off. TEXT' § § EASEMENT AND RIGHT' -OF -WAY AGREEMENT Dirks Road Underpass I :\0370410079\MH0470. DOC tate of Texas Page 31 THE STATE OF TEXAS COUNTY OF TARRANT § § On this t �A day ofX&4( ', 2013, before me, a Notary Public in and for said State, personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, Texas, and who is personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same in his authorized capacity as Assistant City Manager of the City of Fort Worth, Texas, and that he executed the instrument for the purposes and consideration therein expressed on behalf of said Authority. Address of Grantee: City of Fort Worth, Texas Attn: Fernando Costa 1000 Throckmorton Street Fort Worth, Texas 76102 EASEMENT AND RIGHT-OF-WAY AGREEMENT Dirks Road Underpass I :\03704\0079\MH 0470. DOC se /2 / l / /i (),4,"2"-z-��. ' — fL. t.e '/ Notary Public in and for the State of Texas E ONIA DANIELS Pt_ihEi<;, 5ir.i e of Texas iiy Commission sion E fires 201 Page 33 JOINT USE AGREEMENT CITY OF FORT WORTH DIRKS ROAD PROJECT J. F. HEATH SURVEY, ABSTRACT NO. 641 Notes: (2) A plat of evert survey date herewith accompanies this legal description. (2) Bearings are referenced to the project control for Chisholm Trail Parkway. All distances and areas shown are surface. Revised July 30, 2013 Revised March 25, 2013 Revised February 26, 2013 Date: February 21, 2013 Richard Kermedy Registered Professional Land Texas No. 5527 Texas Firm No. 10106900 Page 2of2 OORRONDONA ff A$SOCIATES, INC. 6707 miEriirwoori STAIR R[T, SIJrIE 50 FART WORTH, TEXAS 76112 817-4961484 FAX 8t1.496.1768 EXHIBIT A-1 — Page 2 JOB No. 0907-3744 DATE: MARCH 25, 2013 EXHIBIT A-3 DEPICTION OF THE WATER LINE AND SANITARY SEWER LINE PREMISES REUAINDER OF 7.870 ACRES DIRK BRANCH, LP, VOLUME 13506, PAGE 296 0,8 T.C.T. op k8 �C4P �RRO i4 4P St4 f° I CHr_ REMAINDER OF' TRACT N0, 2 A M. PATE. JR. VOLUME 6691, PAGE 475 O.R.T,C.T. REVISED JULY 30, 2013 EXHIBIT A-3 S jg.0p, 1006i8 N 75 00 36 •ty NOTES 1. A LEGAL DESCRIPTION OF EVEN ELATE ACCOMPANIES THIS PLAT, 2. BEARINGS ARE REFERENCED TO THE PROJECT CONTROL FOR CHISHOLM TRAIL PARKWAY. ALL DISTANCES AND AREAS SHOWN ARE SURFACE. S F H0,-vrA R��1 a.P�S�Rac 14.40•7 REMAINDER OF 106.654 ACRES fJM PROPERTIES, LP. VOLUME 14150, PAGE 226 D.R.T.C.T. 60 30 0 60 SCALE IN FEET City of Fort Worth 1000 T:ROCKMORT:3N STREET • FORT WORTH, TEXAS 76102 EXHIBIT SHOWING A PROPOSED UTILITY EASEMENT SITUATED IN THE J. F. HEATH SURVEY, ABSTRACT No. 641 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS PROJECT: DIRKS ROAD EASEMENT AREA: 3,000 SQUARE FEET 0R 0.69 ACRES DRAWN BY: FIX I01T C PACE I OF 1 (PROPOSED UTIOTY EASEMENT CAD FILE: JO1Nf1$t.OWG SCALE: 1 - GORRDND0IN & ASSOCIATES, NC. • 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 78118 • 817-498-1424 FAX 817-496-1788 P, iSrF l,'t RICHARD KENN.• 0 •G5F;27 . F p : .) ajV RICHARD KENNEDY REGISTERED PROFESSIONAL LAND SURVEYOR NO, 5527 TEXAS FON NO. 10106900 EXHIBIT A-3 — Page 1 EXHIBIT A-5 SANITARY SEWER LINE PLANS {ili C 9 1!IIIIINIIIII ii INK a II I 1111 MI 01- j) I LI,!_ IIIN 1 um.plopod 1 > II : I I IlNi IN L lint". 1 I Milli i iia Iiq1Wim s _ ... __ aiiii i' ,_, i :,, = ill I iPi0iIIii 6011 NN (j i 1. q Vim{ { ga yns:;� I'' /aa3p i; Ifilk III WWI' 111 ;Z4+Q � 1 i ' _J��...2._+_aJ 6 MAT--CHLINE i _ STA. r I ` 22 + 00 94 s l h ..,.. l # 1 i i I`�ii 1 >� < l 0 cM. W CITY OF FORT WORTH. TFYei WATER DEPARTMENT Ii . $sli i .,„, 1 = fl® „,„„ ,,,,, ��S SIS$i ,t, tii 1 �i r Il,i !I EXHIBIT A-5 — Page I TEMPORARY CONSTRUCTION EASEMENT CITY OF FORT WORTH DIRKS ROAD PROJECT J. F. HEATH SURVEY, ABSTRACT NO. 641 THENCE South 03 degrees 58 minutes 55 seconds West, with the easterly right-of-way line of said Fort Worth & Western Railroad and with the westerly line of said 106.654 acre tract of land, a distance of 101.76 feet to a point for corner; THENCE South 02 degrees 00 minutes 55 seconds West, with the easterly right-of-way line of said Fort Worth & Western Railroad and with the westerly line of said 106.654 acre tract of land, a distance of 101.76 feet to a point for corner; !'HENCE South 00 degrees 02 minutes 55 seconds West, with the easterly right-of-way line of said Fort Worth & Westem Railroad and with the westerly line of said 106.654 acre tract of land, a distance of 101.76 feet to a point for corner; THENCE South 02 degrees 01 minutes 05 seconds East, with the easterly right-of-way line of said Fort Worth & Western Railroad and with the westerly line of said 106.654 acre tract of land, a distance of 113,06 feet to a point for corner; THENCE South 03 degrees 07 minutes 05 seconds East, with the easterly right-of-way line of said Fort Worth & Western Railroad and with the westerly line of said 106.654 acre tract of land, a distance of 302.61 feet to a point for comer, from which a 1/2 inch iron rod found for corner in the westerly line of said 106.654 acre tract of land bears South 03 degrees 07 minutes 05 seconds East, a distance of 704.21 feet; THENCE South 86 degrees 52 minutes 55 seconds West, a distance of 101.27 feet to a point for corner in the westerly right-of-way line of said Fort Worth & Western Railroad and in the easterly line of a tract of land described as Tract No. 2 deeded to A. M. Pate, Jr. as recorded in Volume 6691, Page 475 of said Deed Records of Tarrant County, Texas; THENCE North 03 degrees 00 minutes 57 seconds West, with the westerly right-of-way line of said Fort Worth & Western Railroad and with the easterly line of said Tract No. 2, a distance of 343.89 feet to a point for corner; 'HENCE North 01 degrees 54 minutes 57 seconds West, with the westerly right-of-way line of said Fort Worth & Western Railroad and with the easterly line of said Tract No. 2, a distance of 111,11 feet to a point for corner; THENCE North 00 degrees 09 minutes 03 seconds East, with the westerly right-of-way line of said Fort Worth & Western Railroad and with the easterly line of said Tract No. 2, a distance of 100.00 feet to a point for corner; THENCE North 02 degrees 07 minutes 03 seconds East, with the westerly right-of-way line of said Fort Worth & Western Railroad and with the easterly line of said Tract No. 2, a distance of 100.00 feet to a point for corner; Page 2 of 8 GORRONWNA a ASSOCIATES. INC. 6707 BRENfWOOD STAIR RD. surrNs0 FORTWORnf, TEXAS 76112 817-496-1424 PAX 817-496-1768 EXHIBIT B-1 — Page 2 TEMPORARY CONSTRUCTION EASEMENT CITY OF FORT WORTH DIRKS ROAD PROJECT J. F. HEATH SURVEY, ABSTRACT NO. 641 THENCE North 14 degrees 58 minutes 04 seconds East, with the westerly right-of-way line.of said Fort Worth & Western Railroad and with the easterly line of said 7.870 acre tract of land, a distance of 634.96 feet to a point for the northeast corner of. said 7.870 acre tract of land and for the southeast corner of Block 26 of Park Palisades, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Cabinet A, Slide 4107 of said Plat Records of Tarrant County, Texas, said point being the southeast comer of a 50' Drainage & Utility Right -of - Way; THENCE North 14 degrees 59 minutes 10 seconds East, with the westerly right-of-way line of said Fort Worth & Western Railroad, with the easterly line of said Block 26 and with the easterly line of said 50' Drainage & Utility Right -of -Way, passing at a distance of 50.00 feet, a 1/2 inch iron rod found for the northeast comer of said 50' Drainage & Utility Right -of -Way, in all, a distance of 352.82 feet to a point for corner; THENCE North 15 degrees 02 minutes 50 seconds East, with the westerly right-of-way line of said Fort Worth & Western Railroad and with the easterly line of said Block 26, a distance of 100.41 feet to a point for corner; THENCE North 15 degrees 41 minutes 02 seconds East, with the westerly right-of-way line of said Fort Worth & Western Railroad and with the easterly line of said Block 26, a distance of 100.64 feet to a point for comer; THENCE North 16 degrees 51 minutes 08 seconds East, with the westerly right-of-way line of said Fort Worth & Western Railroad and with the easterly line of said Block 26, a distance of 101.79 feet to a point for corner; THENCE North 19 degrees 36 minutes 51 seconds East, with the westerly right-of-way line of said Fon Worth & Western Railroad and with the easterly line of said Block 26, a distance of 102.52 feet to a point for corner; THENCE North 22 degrees 31 minutes 27 seconds East, with the westerly right-of-way line of said Fort Worth & Western Railroad and with the easterly line of said Block 26, a distance of 102.67 feet to a point for corner; THENCE North 25 degrees 40 minutes 25 seconds East, with the westerly right-of-way line of said Fort Worth & Western Railroad and with the easterly line of said Block 26, a distance of 102.77 feet to a point for corner; THENCE North 28 degrees 46 minutes 36 seconds East, with the westerly right-of-way line of said Fort Worth & Western Railroad and with the easterly line of said Block 26, a distance of 102.65 feet to a point for comer; Page 4 of 8 OORRONDONA & ASSOCIAT SS. INC.. 6707 006SSTWOOD STAIR RD. sum 50 FORT WORT. TEXAS 76112 8I7-496.1424 FAX 817.496176E EXHIIIIT B-1 — Page 4 TEMPORARY CONSTRUCTION EASEMENT CITY OF FORT WORTH DIRKS ROAD PROJECT J. F. HEATH SURVEY, ABSTRACT NO. 641 THENCE South 45 degrees 00 minutes 25 seconds East, a distance of 100.76 feet to a point for comer in the westerly line of Lot 1, Block 2 of Granbury Station, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-188, Page 62 of said Plat Records of Tarrant County, Texas; THENCE South 45 degrees 00 minutes 47 seconds West, with the easterly right-of-way line of said Fon Worth & Western Railroad and with the westerly line of said Lot 1, a distance of 270.11 feet to a point for corner; THENCE South 44 degrees 32 minutes 50 seconds West, with the easterly right-of-way line of said Fort Worth & Western Railroad and with the westerly line of said Lot 1, a distance of 99.00 feet to a point for corner; THENCE South 43 degrees 10 minutes 53 seconds West, with the easterly right-of-way line of said Fort Worth & Western Railroad and with the westerly line of said Lot I, a distance of 98.40 feet to a point for corner; THENCE South 40 degrees 58 minutes 52 seconds West, with the easterly right-of-way line of said Fort Worth & Western Railroad and with the westerly line of said Lot 1, a distance of 97.80 feet to a point for comer; THENCE South 38 degrees 06 minutes 51 seconds West, with the easterly right-of-way line of said Fort Worth & Western Railroad and with the westerly line of said Lot 1, a distance of 18.00 feet to a point for the southwest corner of said Lot 1, said point being the intersection of the easterly right-of-way line of said Fort Worth & Western Railroad with the northerly right-of-way line of said Dutch Branch Road; THENCE South 38 degrees 22 minutes 32 seconds West, with the easterly right-of-way line of said Fort Worth & Western Railroad, a distance of 68.11 feet to a 1/2 inch iron rod found for the northwest corner of Lot IR, Block 3 of Granbury Station Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Cabinet A, Slide 11708 of said Plat Records of Tarrant County, Texas, said 1/2 inch iron rod being the intersection of the easterly right-of-way line of said Fort Worth & Western Railroad with the southerly right-of-way line of said Dutch Branch Road; THENCE South 38 degrees 07 minutes 03 seconds West, with the easterly right-of-way line of said Fort Worth & Western Railroad and with the westerly line of said Lot 1R, a distance of 11.40 feet to a point for corner; THENCE South 35 degrees 01 minutes 01 seconds West, with the easterly right-of-way line of said Fort Worth & Western Railroad and with the westerly line of said Lot 1 R, a distance of 97.30 feet to a point for corner; Page6of8 GORRON DONA& ASSOCIATES. INC. 6107 URENIW000 STAIR RO. SUITt SO FORTWORTH, TEXAS 76112 8174964424 FAX 817496-1766 EXHIBIT B-1 — Page 6 TEMPORARY CONSTRUCTION EASEMENT CITY OF FORT WORTH DIRKS ROM) PROJECT J. F. HEATH SURVEY, ABSTRACT NO. 641 Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) Bearings are referenced to the project control for Chisholm Trail Parkway. All distances and areas shown are surface. Date: February 21. 2013 Richard Kennedy ;% .:p� ,` Registered Professional Landtrr,Oyntu. R\I '`,„ Texas No. 5527 '.yj-� Texas Firm No. 10106900 Page 8of8 OORRONDONA R ASSOCIATES. SC. 6100 [aft ENfl.00J) SEAM RI). SI/TIE SE FORT WORTH TEXAS 76111 F11.196-1424 FAX 119-466 17611 EXHIBIT B-1 — Page 8 SEE PAGE 1 V.pi 3.txes/RA,C. R\IEI 64\ 17£171414OER Of 106 6.54 feria FAR PR5PFRRES, Ln, 14t5e, PML 726 0111C.T, 200 100 0 200 RDA/451:ER OT TRACT NO 7 FATE, JR 1.171.01dF„ 6691, PM 475 ()7CI. WEE: 1, A URAL rxserwrioto o EVD4 rlATL G470511./4/44ES 1W3 PIAT, 2.REARPCS ARE RIFERD4C1 TO 1741 PRWECT COHIRCA. MR CHISHOLM TRAK. PARKWAY. ALL CMOS= MO AREAS SOWN ARE SURFACE City of For orth ityoo rtira.mxt4.1104 MEET . PORT 1E.X.As, 711107 EXHIBIT SHOWING A TEMPORARY CONSTRUCTION EASEMENT SITUATED IN THE J. F. HEATH SURVEY, ABSTRACT No, 641 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS E I Tor4o-orvorry CONSTRUCTION A$D4E E fTE 1 R 0 7 • 7074 0 • 017- KENNEDY EXHIBIT B-2 — Page 2 DUTCH BRANCH ROAD RIGHT-OF-WAY) 200 No y of Fort orth EXHIBIT SHOWING A TEMPORARY CONSTRUCTION EASEMENT SITUATED IN THE J. F. HEATH SURVEY, ABSTRACT No, 641 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS EC 470, FORT Win; ;(ERAS 761O2 42 EXHIBIT B-2 — Page 4 3734 3773 3774 3775 3776 3777 3778 3779 3780 3781 3782 3783 3784 3785 3786 3787 3788 3789 3790 3791 3792 3793 3794 3795 3796 3735 3770 3737 3738 3739 TEMPORARY CONSTRUCTION PNT4 Bearing Distance S 14°40'11" W 130.00 S 14°37'50" W 705.46 5 13°48'55" W 101.76 S 11°50'55" W 101.76 S 09°52'55' W 101.76 S 07°54'55' W 101,76 S 05°56'55" W 101.76 S 03°58'55" W 101.76 S 02°00'55" W 101.76 S 00°02'55" W 101.76 S 02°01'05* E 113.06 S 03°07'05" E 302.61 S 86°52'55* W 101.27 N 03°00'57" W 343.89 N 01°54'57" W 111.11 N 00°09'03" 8 100.00 N 02°07'03" E 100.00 N 04°05'03" E 100.00 N 06°03'03" E 100.00 N 08°01'03" E 100.00 N 09°59'03" E 100.00 N 11°57'03' E 100.00 N 13°55'03" E 100.00 N 14°54'03" E 712.98 N 15°13'04' E 130.00 N 14°58'04' E 634.96 N 14°59'10" E 352.82 N 15°02'50" E 100.41 N 15°41'02" E 100.64 N 16°51'08" E 101.79 Northing Easting 6920139.71 2303220.08 6920013.95 2303187.16 6919331.36 2303008.97 6919232.55 2302984.67 6919132.96 2302963.77 6919032.71 2302946.31 6918931.93 2302932.30 6918830.72 2302921.75 6918729.21 2302914.69 6918627.52 2302911.11 6918525.76 2302911.02 6918412.77 2302915.00 6918110.61 2302931.46 6918105,10 2302830.34 6918448.51 2302812.25 6918559.56 2302808.53 6918659.56 2302808.80 6918759.49 2302812.49 6918859.24 2302819.61 6918958.68 2302830.16 6919057,70 2302844.10 6919156.19 2302861.44 6919254.02 2302882.15 6919351.09 2302906.20 6920040.09 2303089.54 6920165.53 2303123.66 6920778.94 2303287.65 6921119.76 2303378.89 6921216.73 2303404.96 6921313.62 2303432.16 Page 1 of 3 EXHIBIT B-2 - Page 6 S 14°59'37" W 959.61 3734 6920139.71 2303220.08 Closure Error Distance> 0,0277 Error Bearing> N 12e06'31" W Closure Precision> 1 in 342028.9 Total Distance> 9480.76 Area; 10.796 ACRES, 470259 SQ. FT. Block Total Area: 10.796 ACRES, 470259 SQ. FT. Page 3 of 3 EXHIBIT B-2 — Page 8 4. (A) FOR PURPOSES OF THIS PARAGRAPH 4, THE "COMPANY GROUP" SHALL BE COMPRISED OF: (I) LICENSOR, ITS PARENT COMPANY, THEIR SUBSIDIARY COMPANIES, THEIR AFFILIATE COMPANIES, AND THEIR RESPECTIVE DIRECTORS, OFFICERS, EMPLOYEES, SERVANTS, AGENTS, REPRESENTATIVES, OTHER RAILROAD COMPANIES, AND INVITEES; AND (II) CEN-TEX, ITS DIRECTORS, OFFICERS, EMPLOYEES, SERVANTS, AGENTS, REPRESENTATIVES, AND INVITEES, AND (III) CONTRACTORS HIRED BY LICENSOR AND THEIR RESPECTIVE DIRECTORS, OFFICERS, EMPLOYEES, SERVANTS, AGENTS, REPRESENTATIVES AND INVITEES. (B) FOR PURPOSES OF THIS PARAGRAPH 4, THE "CONTRACTOR GROUP" SHALL BE COMPRISED OF: (I) CONTRACTOR, ITS AFFILIATE COMPANIES, AND THEIR RESPECTIVE DIRECTORS, OFFICERS, EMPLOYEES, SERVANTS, AGENTS, REPRESENTATIVES AND INVITEES; AND (II) ANY CONTRACTOR HIRED BY CONTRACTOR AND THEIR RESPECTIVE DIRECTORS, OFFICERS, EMPLOYEES, SERVANTS, AGENTS, REPRESENTATIVES AND INVITEES OF SUCH CONTRACTOR. (C) CONTRACTOR AGREES TO PROTECT, DEFEND, INDEMNIFY AND HOLD HARMLESS COMPANY GROUP FROM AND AGAINST ANY AND ALL LOSSES, CLAIMS, DEMANDS, JUDGMENTS, LIABILITIES, DAMAGES, CAUSES OF ACTION AND EXPENSES (INCLUDING ALL EXPENSES OF LITIGATION, COURT COSTS, AND ATTORNEYS' FEES) OF EVERY KIND AND CHARACTER ARISING OUT OF, RELATING TO, OR RESULTING FROM, IN ANY MANNER, THE PERFORMANCE OF THIS AGREEMENT, BREACH BY THE CONTRACTOR OF ANY PROVISION OF THIS AGREEMENT, AND/OR THE WORK OR SERVICES THAT ARE THE SUBJECT MATTER OF THIS AGREEMENT, FOR PERSONAL OR BODILY INJURY, ILLNESS, OR DEATH OF ANY PERSON OR DAMAGE TO OR LOSS OF ANY PROPERTY, REGARDLESS OF WHO MAY BE AT FAULT OR OTHERWISE RESPONSIBLE UNDER ANY CONTRACT, STATUTE, RULE OR THEORY OF LAW, AND EVEN THOUGH THE SUBJECT LOSS, DAMAGE, INJURY, ILLNESS OR DEATH MAY HAVE BEEN CAUSED OR BROUGHT ABOUT IN WHOLE OR IN PART BY (I) THE SOLE, CONCURRENT, ACTIVE, PASSIVE, PRIMARY OR SECONDARY NEGLIGENCE OF ANY PARTY, INCLUDING WITHOUT LIMITATION THE COMPANY GROUP OR THE CONTRACTOR GROUP, (II) THE STRICT LIABILITY, STRICT PRODUCTS LIABILITY, BREACHES OF EXPRESS OR IMPLIED WARRANTIES, AND/OR THE LEGAL FAULT OF ANY PARTY, INCLUDING WITHOUT LIMITATION THE EXHIBIT C — Page 2 satisfactory to Licensor. Contractor shall not settle any claim, demand or suit in any manner that would impose any expense, penalty, obligation or limitation on Licensor without their prior written consent. 5. PERSONAL PROPERTY WAIVER — ALL PERSONAL PROPERTY, INCLUDING, BUT NOT LIMITED TO, FIXTURES, EQUIPMENT, OR RELATED MATERIALS UPON THE PREMISES WILL BE AT THE RISK OF CONTRACTOR ONLY, AND LICENSOR AND CEN-TEX SHALL NOT BE LIABLE FOR ANY DAMAGE THERETO OR THEFT THEREOF, WHETHER OR NOT DUE IN WHOLE OR IN PART TO THE NEGLIGENCE OF LICENSOR OR CEN-TEX. 6. Insurance - Contractor shall, at its sole cost and expense, except as otherwise provided, procure and maintain during the term of this Agreement the following insurance coverage: (a) Commercial General Liability Insurance. Commercial General Liability ("CGL") insurance shall contain broad form contractual liability with a single limit of at least $2,000,000 each occurrence or claim and an aggregate limit of at least $6,000,000. Contractual liability shall afford coverage for sole negligence. CGL insurance mustbe written on ISO Occurrence Form CGOO 01 12 04 (or a substitute form providing equivalent coverage), including but not limited to coverage for the following: • Bodily injury • Property damage • Personal injury and advertising injury • Fire legal liability • Products and completed operations The policy shall also contain the following endorsements which shall be indicated on the certificate of insurance: CG 20-10-0704 and CG 20-37-0704 (or substitute forms providing equivalent coverage). The exclusions for railroads (within fifty feet (50') from any railroad including but not limited to tracks, bridges, trestles, roadbeds, terminals, underpasses or crossings) Any exclusion related to the explosion, collapse, and underground hazards shall be removed and shall be indicated on the certificate of insurance. Waiver of subrogation Licensor and Cen-Tex named as an additional insureds. Contractor's insurance policies must include wording which states that policy(ies) shall be primary and non-contributory with respect to any insurance carried by Licensor. (b) Business Automobile Insurance. Business Automobile Insurance shall contain a combined single limit of at least $2,000,000 per occurrence or claim, including but not limited to coverage for the following: EXHIBIT C — Page 4 If the scope of work as defined in this Agreement includes the disposal of any hazardous or non -hazardous materials form the Premises, Contractor shall be responsible for any and all losses, claims or demands experienced by Licensor arising from the disposal site operator accepting and/or disposing of such materials. (e) Umbrella or Excess Insurance — Umbrella or Excess Liability Insurance must be written on a "follow form" over the insurance coverage required in Items A, B and C above, with limits of $10,000,000. (0 Railroad Protective Liability Insurance — Railroad Protective Liability Insurance ("RPLI") must be provided by Contractor, or its contractor, prior to commencing, and at all times when, Contractor or its contractors are performing any work on the Premises. RPLI shall provide coverage of at least $5,000,000 per occurrence and $10,000,000 in the aggregate. The policy shall be issued on a standard ISO form CG 00 35 12 07 (or a substitute form providing equivalent coverage). The policy shall also contain the following endorsements which shall be indicated on the certificate of insurance: • Contractor named as the insured • Policy shall not include a Deductible or Self -Insured Retention • Pollution Exclusion Amendment • Limited Seepage and Pollution and Contamination Endorsement • Evacuation Expense Coverage Endorsement • No other endorsements restricting coverage may be added Other Requirements (g) Punitive damage exclusion, if any, must be deleted, which deletion shall be indicated on the certificate of insurance. (h) Contractor agrees to waive its right of recovery, and its insurers, through policy endorsement, agree to waive their right of subrogation against Licensor and Cen-Tex. Contractor further waives its right of recovery, and its insurers also waive their right of subrogation against Licensor and Cen-Tex for loss of their owned or leased property or property under their care, custody and control. Contractor's insurance shall be primary with respect to any insurance carried by Licensor and/or Cen-Tex. All waivers of subrogation shall be indicated on the certificate of insurance. (i) All policy(ies) required above (excluding Workers Compensation) shall provide severability of interests and shall name Licensor and Cen-Tex as additional insureds. Severability of interest and naming Licensor and Cen-Tex as additional insureds shall be indicated on the certificate of insurance. The coverage provided to Licensor and Cen-Texas additional named insureds shall, to the extent provided under ISO Additional Insured Endorsement CG 20 26, and CA 20 48 provide coverage for EXHIBIT C — Page 6 (n) Licensor may reasonably modify the required insurance coverage to reflect future risk management practices in the railroad industry and underwriting practices in the insurance industry, provided such modification does not result in coverage that is either more demanding of, or expensive for, Contractor than what is customarily required by other railroads under similar circumstances or unobtainable by Contractor. (o) Contractor waives all rights against Licensor, Cen-Tex and their agents, officers, directors and employees, where permitted by law, for recovery of damages to the extent these damages are covered by and actually recovered under the workers compensation and employers liability or commercial umbrella/excess liability insurance obtained by Contractor required by this Agreement, which must be stated on the certificate of insurance. (p) (q) Insurance requirements hereunder may be met by a combination of primary and excess coverage acceptable to Licensor (Railroad Protective Liability Insurance may be procured by Contractor's contractor and shall not be subject to self-insurance). All insurance correspondence shall be directed to: Risk Management Department Fort Worth & Western Railroad Company 6300 Ridglea Place, Suite 1200 Fort Worth, Texas 76116 7. It is further agreed that the execution of this Agreement shall not constitute a waiver by Licensor or Cen-Tex, with respect to third party claims asserted against Contractor, of any defense allowed by law. 8. Neither termination nor expiration will release either party from any liability or obligation under this Agreement, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination or expiration. 9. All questions concerning the interpretation or application of provisions of this Agreement shall be decided according to the substantive laws of the State of Texas without regard to conflicts of law. 10. To the maximum extent possible, each provision of this Agreement shall be interpreted in such manner as to be effective and valid under applicable law, but if any provision of this Agreement shall be prohibited by, or held to be invalid under, applicable law, such provision shall be ineffective solely to the extent of such prohibition or invalidity, and this shall not invalidate the remainder of such provision or any other provision of this Agreement. 11. In the event that Contractor consists of two or more parties, all the covenants and agreements of Contractor herein contained shall be the joint and several covenants and agreements of such parties. EXHIBIT C — Page 8 STATE OF § COUNTY OF § This instrument was acknowledged before me on the the of behalf of said corporation. STATE OF TEXAS COUNTY OF TARRANT § § § day of , 201_, by ., on Notary Public in and for the State of This instrument was acknowledged before me Steven P. George, the President and CEO of COMPANY, a Texas corporation, on behalf of on the day of , 201_, by FORT WORTH & WESTERN RAILROAD said corporation. Notary Public in and for the State of Texas EXHIBIT C — Page 10 ■ 100 feet of a locomotive or roadway/work equipment ■ 15 feet of power operated tools ■ 150 feet of jet blowers or pile drivers ■ 150 feet of retarders in use (when within 10 feet, employee must wear dual ear protection — plugs and muffs) (iv) Other types of personal protective equipment such as respirators, fall protection equipment, and face shields, must be worn as recommended or requested by the Railroad Representative. III. ON -TRACK SAFETY. Contractor is responsible for compliance with the Federal Railroad Administration's Roadway Worker Protection regulations — 49CFR214, Subpart C and Railroad's On -Track Safety rules. Under 49CFR214, Subpart C, railroad contractors are responsible for the training of their employees on such regulations. In addition to the instructions contained in Roadway Worker Protection regulations, all employees must: (i) Maintain a distance of 25 feet to any truck unless the Railroad Representative is present to authorize movements. (ii) Wear an orange, reflectorized work wear approved by the Railroad Representative. (iii) Participate in a job briefing that will specify the type of On -Track Safety for the type of work being performed. Contractor must take special note of limits of track authority, which tracks may or may not be fouled, and clearing the track. Contractor will also receive special instructions relating to the work zone around machines and minimum distances between machines while working or traveling. IV. EQUIPMENT. A. It is the responsibility of Contractor to ensure that all equipment is in a safe condition to operate. If, in the reasonable opinion of the Railroad Representative, any of Contractor's equipment is unsafe for use, Contractor shall remove such equipment from Railroad's property. In addition, Contractor must ensure that the operators of all equipment are properly trained and competent in the safe operation of the equipment. In addition, operators must be: (i) Familiar and comply with Railroad's rules on lockout/tagout of equipment. (ii) Trained in and comply with the applicable operating rules if operating any by -rail equipment on -track. (iii) Trained in and comply with the applicable air brake rules if operating any equipment that moves rail cars or any other railbound equipment. EXHIBIT D — Page 2 (vi) Do not sit on, lie under, or cross between cars except as required in the performance of your duties and only when track and equipment have been protected against movement. E. All employees must comply with all federal and state regulations concerning workplace safety. EXHIBIT D — Page 4