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Home My WebLink AboutContract 47251 s FoRTWORTH PROJECT MANUAL FOR THE CONSTRUCTION OF WATER & SANITARY SEWED RELOCATIONS FOR TIDE TRINITY RIVER VISION— CENTRAL CITY PROJECT & THE TRINITY UPTOWN SERVICE AREA—BRIDGE & CHANNEL RELOCATIONS PART 4— CHANNEL SEGMENT B WATER. & SANITARY SEWER LOCATIONS CITY PROJECT No. 00969 WATER PROJECT ado.P266-609170096983 SEWER PROTECT No.P266-709170096983 DOE loo.7418 Betsy Price David Cooke Mayor City Manager Andrew T. Cronberg, P.E. Interim Director,Water Department Prepared for The City of Fort Worth Water Department a� iA°tF a�na®s®oam000uoe®oaoc,�e� m� JHRh3 2015 ��. &®�o�®�®n4®�®g��a g. `i130 l Prepared by: K'lmley))) Horn Texas Registered Engineering Firm F-92 Kimley-Horn No. 061018052. t ft �i�,CGlA� � E C 0 R D ll �6 T a R f� ,ll'�11r f f r FORTWORTH, r City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page I of 4 SECTION TABLE OF CONTENTS Division 00- General Conditions 0005 10 Mayor and Council Coln inunication 0005 15 Addenda 00 11 13 Invitation to Bidders 0021 13 Instructions to Bidders- Modified 0035 13 Conflict of Interest Affidavit 0041 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement 0045 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers'Compensation Law 00 45 40 Minority Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 0061 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 -General Requirements 01 11 00 Summary of Work 01 25 00 Substitution Procedures 01 31 19 Preconstruction Meeting- Modified 01 31 20 Project Meetings- Modified 01 32 16 Construction Progress Schedule- Modified 01 3233 Preconstruction Video- Modified 01 33 00 Submittals- Modified 01 3513 Special Project Procedures- Modified 01 45 23 Testing and Inspection Services- Modified 01 5000 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 5713 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 6600 Product Storage and Handling Requirements 01 7000 Mobilization and Remobilization 01 71 23 Construction Staking brad Surve - Modified 01 7423 Cleaning 01 77 19 Closeout Requirements 01 7823 Operation and Maintenance Data 01 7839 Project Record Documents CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised November 22,2013 City Project No.00969 00(K.)00-2 STANDARD CONSTRUCUON SPECIFICATION WKUMENTS Page 2 WA Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Doctiments Division 02-Existing Conditions 0241 14 Utility Reiri!,n(�)v,al/A,I)ando�iiiiient Division 03-Concrete 03 30 00 Cast-In-Place Concrete 0334 13 Co,ntrolleA Low Strength Material(CLSM) 03 34 16 Concrete Base Material for Trench Repair Division 31 -Earthwork 3123 16 Unclassified Excavation 31 2400 Embankments Division 32-Exterior Improvements 3292 13 lrlydro-Mulching, Seeding,and Sodding Division 33-Utilities 3303 10 Bypass Pumping of Existing Sewer Systems 3305 10 Ufflity Trench Excavation,Ernbednient,and Backfill 33 05 20 Auger Boring 33 05 21 Tunnel Liner Plate 33 05 22 Steel Casing Pipe 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 330527 l�!!�LPJpch�( nZ 330541 Silartl Excavation and Sun ca rt 330542 Wr ater,Control for Shaft and'I'kinnel Construction ........ ............................—.......... 33 05 43 Portal Stabilization 330544 Settlement.Monil qX .......... 330545 Conlact routiin "'Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's llnzmaw site at: hitp.s.-L/p igapoig. ii7i.saw.com/cl�ient/fol� JILq g�Ls 1Q q — '-n."j.'1V�j1q _ %20("otistrtjct.ion%2ODocuiiients S ications DZI-0 Division 03-Concrete 03 80 00 Modifications to Existing Concrete Stnictures Division 31-Earthwork 31 1000 Site Clearing, 312500 Erosion and Sediment Control Division 32- Exterior Improvements 3201 17 Permanent Asphalt Paviii!i[g Repair 1 32 01 29 Concrete Paving Repair 32 1273 Asphalt Paving Crack Sealants 32 1320 Concrete Sidewalks,DTiveways and Barrier Free Rainps CrrY OF FORT WORTH TRV Pait 4-ChannO Segment B STANIDA RID CONSTRUCTION SPE"GIFICATION DOC ➢MEMS Water and SaMimy Sewer ReWations Revised Novemtxx 22,2013 City Project No.00969 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 4 ,�zs• 32 13 73 Concrete Paving Joint Sealants 32 16 13 Concrete Curb and Gutters and Valley Gutters 3291 19 Topsoil Placement and Finishing of Parkways Division 33- Utilities 3301 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television(CCTV) Inspection 33 04 50 Cleaning of Sewer Mains 33 05 13 Frame,Cover and Grade Rings 3305 14 Adjusting Manholes, Inlets,Valve Boxes, and Other Structures to Grade 33 0523 Hand Tunneling 33 0526 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 11 05 Bolts,Nuts, and Gaskets 33 12 10 Water Services I-inch to 2-inch 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 33 31 20 Polyvinyl Chloride(PVC)Gravity Sanitary Sewer Pipe 33 31 50 Sanitary Sewer Service Connections and Service Line 33 39 10 Cast-in-Place Concrete Manholes 33 3920 Precast Concrete Manholes 33 3960 Epoxy Liners for Sanitary Sewer Structures Division 34-Transportation 3471 13 Traffic Control Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.06 Hazardous Environmental Conditions at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements SWFP 1150-2-1 Criteria for Design and Construction within the Limits of Existing Federal Projects END F SECTION CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised November 22,2013 City Project No.00969 9/30/2015 M&C Review Offidall s0e i,')f the Gly of F:imt Mnllb, iexas FoRTWOR M CITY COUNCIL AGENDA COUNCIL ACTION: Approved on 9/29/2015 - Resolution No. 4525-09-2015 DATE: 9/29/2015 REFERENCE NO.: C-27502 LOG NAME: 60TRVP4-SJLOU IS CODE: C TYPE: NON-CONSENT PUBLIC HEARING: NO SUBJECT: Authorize Execution of a Contract with S.J. Louis Construction of Texas, Ltd., in the Amount of$2,225,409.40 for Water and Sanitary Sewer Main Relocations fort Trinity River Vision - Central City Project and the Trinity Uptown Service Area-Bridge and Channel Relocations, Part 4 - Channel Segment B Water/Sanitary Sewer Relocations, Provide for Project Costs and Contingencies for a Project Total in the Amount of$2,402,909.4,0, and Adopt Reimbursement Resolution (Trinity, River Vision-Related Expenses Eligible for Reimbursement from the Tarrant Regional Water District) (COUNCIL DISTRICTS 2 and 9) RECOMMENDATION: It is recommended that the City Council: 1., Authorize the execution of a contract with S.J. Louis Construction of Texas, Ltd., in the amount of $2,225,409.40 for Trinity River Vision - Central City Project and the Trinity Uptown Service Area - Bridge and Channel Relocations, Part 4 - Channel Segment B Water/Sanitary Sewer Relocations, and 2. Adopt the attached Resolution expressing official intent to reimburse expenditures with proceeds of uture debt for the Trinity River Vision - Central City Project and the Trinity Uptown Service Area - ridge and Channel Relocations, Part 4 - Channel Segment B Water/Sanitary Sewer Relocations. DISCUSSION: This Mayor and Council Communication is to authorize a construction contract fort relocation of sanitary sewer laterals L-6099, L-1099 and the abandonment of M248 to accommodate the proposed United States Army Corps of Engineers Bypass Channel Segment B which is located north of the West or oft "Trinity River, south of the Trinity River Vision (TRV) Main Street Bridge, west of N. Houston Street, and east of the Fort Worth and Western Railroad. The project was advertised for bid on March 5, 2015 and March 12, 2015 in the Fort Worth Star- Tele rgUl. On April 2, 2015 the following bids were received-, Bidders 5:Jd—Amount Completion N...,,SaJ. Louis Construction of Texas, Ltd $2,225,409.40 280 Calendar Days w Contracting-Services, tlb - _ $2,334,515.04 In addition to the contract amount $107,500.00 (water; $7,500.00, sewer: $ 100,00000) is required for project management, material testing and inspection and $70,000.00 (water: $3,00000; sewer $67,,00400) is provided for project contingencies. Water, sanitary sewer and storm drainage program costs associated with the TRV project include both costs necessitated by the TRV project and costs related to betterments and operational r , siderations. Upon approval of this Mayor and Council Communication, the total of these water, sanitary sewer and major storm drain appropriations fort Trinity River Vision —Central City Project and the Trinity Uptown Service Area-Bridge and Channel Relocations Project will consist of the following. .......... En gi n e,_e ri n i g-Ag-r e e m,_ants"," ,............ ...... 0,-0, IMIIY]twwwJor tea(xfir.or(yccuv-,il,..packeVrric_ieview.asp?ID=21291&c(Nirr,uBdatw,�9129�2015 114 RW2015 IM&C Review FConstruction Contracts �1 7,443,595.60 " _' ,""', ,""",. ......... ................ ----------- �Major Drainage -4 977--—,1-4---6-,9--5- Construction Staking, Project Management, Inspection, Material Testing $ 1,779,645.47 and Contingencies .0'roj-e-ciiAIip-rop x....$31,946,301.02.- This project is anticipated to be included in a future revenue bond issue for the Water and Sewer Fund. Available cash within the Water and Sewer portfolio and the City's portfolio along with the appropriation authority authorized under the Direct Purchase Note Program will be used to provide interim financing for this project it debt is issued. To the extent resources other than the Water and Sewer portfolio are used to provide interim financing, the Water and Sewer Fund will be charged interest that is equivalent to the overall rate of return being earned by the City portfolio (currently approximately one-percent annually). Should the City"s portfolio not support the liquidity needed to provide an interim short-term financing source, another funding source will be required, which could mean issuance of securities under the Direct Purchase Note Program or earlier issuance of Water and Sewer revenue bonds than is currently planned. Once debt associated with this project is sold, bond proceeds will be used to reimburse the Water and Sewer portfolio and the City's portfolio in accordance with the attached Reimbursement Resolution, In accordance with the provisions of the Financial Management Policy Statements, Staff anticipates presenting revenue-supported debt issuances tot City Council for consideration within the next three years, The Financial Management Services Department is currently,working with all departments to ensure that multi-year capital improvements plans are in place. Newly developed and already existing plans, such as the Water Department's current multi-year capital improvement plan, will be presented to City Council for review and adoption. If the City Council-adopted plan does not include issuance of debt .10"Nor this specific project, the project will be funded by other financing sources. If the Council-adopted plan calls for debt issuance, that debt must be issued within approximately three years to provide reimbursement for these expenses. If that does not occur, the costs will no longer be reimbursable by issuing tax-exempt debt and the funding source will have to be made whole through other budgetary methods. Adoption oft is resolution does not obligate the City to sell bonds, but preserves the ability to reimburse the City from tax-exempt bond proceeds. 7E�c6m'6ian�e . ................... Fund Existing Additional Revised and s Remaining Appropriations Appropriations Appropriations Expenditures Balance pe c i a l ly Funded Capital $ 5,129,970.84 $ 0.00 $ 5,129,970.84 $ 5,121,993.74 $ 7,977.10 Projects Fund 0291 Projects Fund $14,026,209.66 $ OM $14,026,209.66 $13,376,909.76 $ 649,299.90 (P265) Sewer dapilii ...... Projects Fund $7,180,938.12 $ 0.00 $ 7,180,938.12 $ 6,964,234.11 $ 216,704.01 (P275) 201_7 Wai;_rand ........... Sewer Revenue Bonds Capital $3,206,27100 $ 2,4021,909,40 $ 5,609,162.40 $ 2,922,723.00 $2,666,459.40 Project Fund (P266) Wa ter/sewer . ...... Program $29,543,391.62 $ 2,402,909.40 $31,946,301.02 $28,385,860.61 $3,560,440.41 Appropriations Ittp-#Www.fortworffVm.or&.xAjnc6i Imcketimc qr30M15 M&C IRevi ew Construction is anticipated to commence in November 2015 and is estimated to be complete by the end of August 2016. The entire $2,225,409.40 amount of this contract and the $44,500.00 material testing fee (to be 0 P"ierformed by a geotechnical testing firm) are considered TRV-related. Having met its $26.6 million commitment to the TRV Project, the City will be reimbursed the full amount of$2,269,909.40 by the Tarrant Regional Water District (TRW D) upon project completion, in accordance with the provisions of the executed Interlocal Agreement between the City and the TRWD (CSC No. 43425). Staff will record a receivable every month for reimbursable expenses, and the TRV Program Manager in the Planning and Development Department will be responsible for collecting the full reimbursement from TRWD upon project completion. Available resources in the 2017 Water and Sewer Revenue Bonds Capital Project Fund will be used to provide interim financing until reimbursement occurs. Once reimbursement is received, the revenue will be receipted to the 2017 Water and Sewer Revenue Capital Project Fund. S.J. Louis Construction of Texas, Ltd., is in cornpliance with the City's BDE Ordinance by committing to 13 percent MBE participation and documenting good it effort. S. J. Louis Construction of Texas, Ltd., identified several subcontracting and supplier opportunities. However, the MBE's contacted in the areas identified did not submit the lowest bid. The City's MBE goal on this project is 15 percent., This project is located in COUNCIL DISTRICTS 2 and 9, Maps co 62, U, and V. FISCAL INFORMATION/CERTIFICATION® The Financial Management Services Director certifies that funds are availablle as directed by M&C G- 18375 in the 2017 Water and Sewer Revenue Bonds Capital Project, Fund for transfer from unspecified funding to the Trinity River Vision-Central City Project and the Trinity Uptown Service Area-Bridge and Channel Relocations, Part 4 Project to pay expenses which will be incurred for this contract until reimbursement is received from the T in accordance with the executed Interlocal Agreement, SG No. 43425, as depicted in the following tables: Available Projected Fund Amoro unt Expenditures pria tion Balance A ................ ... .. ..... 2017 Water and Sewer Revenue $51,403,088.86 $2,402,909.40 $49,000,179.46 Bonds Capital Project Fund After appropriation oft $2,402,909.40 t o t he project, $49,000,179.46 in available revenue will remain in the 2017 Water and Sewer Revenue Bonds Capital Project Fund. This project will have no impact on the Water Department Operating Budget. TO Fu nd/Accou nt/C enters FROM Fund/Account/Centers P266 .,541200 709170096983 j2ja�489,40 P266 541200 60917'0096983 12L220.00 ................................. ................... 0)"submitted for City Manager's Offigg-by. Jay Chapa (5804) Originating Department Head: John Carman (8246) N,tp,//www.f(xtwor#xjav,,orghr�mincH. rkickettn'ie—review.asp?'RD=21�x)'I&ccxj�ncdldate=.:E)/2.9V2015 314 9/30/2015 M Review Additional Information Contact: Liam Conlon (6824) ATTACHMENTS 60TRVP4 SJLOUIS Mag.pdf TRV-Central City Project Part 4 REIMS RESOLUTION.doc A"ft hftp://www.fortworthgov.org/council_packeYmc—review.asp?ID=21291&councildate=9/29/2015 4/4 ADDENDUM NO. 1 CITY OF FORT WORTH WATER DEPARTMENT WATER&SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION... CENTRAL CITY PROJECT&THE TRINITY UPTOWN SERVICE AREA PHASE 211—BRIDGE & CHANNEL RELOCATIONS—PART 4 CHANNEL SEGMENTB WATER&SANITARY SEWER RELOCATIONS City Project No.00969 DOE No.7418 Addendum No. 1.Issue Date: March 30,2015 Bid Receipt Date: April 2,2015 This addendum forms part of the contract documents referenced above and modifies the original Contract Documents. Acknowledge receipt of this addendum by signing,and attaching it to the Contract Documents (inside), Note rec-eipt of the Adderidum in the Bid Proposal and on the out envelope of your bid. SPECIFICATIONS • Specification 00 42 43—Ptoposal Form o The proposal form is hereby replaced with the form attached to this document. • Specification 00 73 00—Supplementary,Conditions o The Supplementary Conditions are hereby replaced with the same section attached to this document. • Appendix GC-4.01 Availability of Lands: • DELETE Exhibit entitled "Proposed Temporary Construction Easements: I-TE-Part I and 1-T .-P T' • DFLETE.Easement document entitled PARCEL No. I-PE • DELETE Easement document entitled PARC EL No. I- Part I • iTElETE Easement document entitled PARCEI'No. I-TE Part 2 o �AiDt this section of the Appendix,an easement document.entitled"SANITARY SEWER PIPELINE EASEMENT' AND FUGHT-OF-WAY AGREEMENT", includod herein and hereby made a part of the conitract documents. GC-6.09 Pennits and Utilities: o ADD to this section of the Appendix Document No. S-4100, dated June 1, 2012, repsred Access Midstream,included herein and hereby made a part of the contract documents. ADDENDUM NO. 1 ADDENDUM NO. I CONSTRUCTION EL NS • Sheet 9—DELETE Sheet 9 and REPLACE with Sheet 9A as attached, • Sheet 17—DELETE Sheet 17 and EPLA.QE with Sheet 17A as attached. • Sheet 18—DELETE Sheet 18 and REPLACE with Sheet 18A as attached. • Sheet 19—DELETE Sheet 19 and REPLACE with Sheet 19A as attached, • Sheet 28—DE LE Sheet 28 and REPLACE with Sheet 28A as attached. All other provisions of the contract documents,plans and specifications shall remain unchanged- Failure to return a signed copy of the addendunn with the Proposal shall be grounds for rendering the bid non-responsive. A signed copy of this addendum shall be placed into the Proposal at the time of bid subi-nittal. Water Department Andrew T.Cronberg, P.E. RECEIPT ACKNOWLEDGED: Interim Director By: By: r Les V. man,General Manager Tony Sholola,P.E. Company: S.J. Louis Construction of Texas,Ltd. Engineering Manager(Water Dept.) ADDENDUM NO. 1 001113-1 INVITATION TO BIDDERS Page I of 2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 RECEIPT OF BIDS 4 Sealed bids for the construction of WATER&SANITARY SEWER RELOCATIONS FOR THE 5 TRINITY RIVER VISION—CENTRAL CITY PROJECT_&THE TRINITY UPTOWN 6 SERVICE AREA—BRIDGE &CHANNEL RELOCATIONS_—PART 4—CHANNEL 7 SEGMENT B WATER& SANITARY SEWER RELOCATIONS will be received by the City of 8 Fort Worth Purchasing Office: 9 10 City of Fort Worth I I Purchasing Division 12 1000 Throckmorton Street 13 Fort Worth,Texas 76102 14 until 1:30 P.M.CST,Thursday,AP IL 2,2015,and bids will be opened publicly and read 15 aloud at 2:00 PM CST in the Council Chambers. 16 17 GENERAL DESCRIPTION OF WORK 18 The major work will consist of the(approximate)following: 19 1. Abandonment of approximately 5,050 LF of existing 8-inch thru 54-inch sanitary sewer 20 and associated appurtenances. 21 2. Installation of approximately 288 LF of 24-inch sanitary sewer pipe with 42"steel casing 22 pipe or 48"tunnel liner plate by other than open cut(open-shield pipejacking or hand 23 tunneling)with all associated appurtenances and required testing. ll 24 3. Installation of approximately 261 LF of 24-inch sanitary sewer pipe with 36"steel casing 25 pipe by other than open cut with all associated appurtenances and required testing. 26 4. Installation of approximately 551 LF of 24-inch sanitary sewer pipe by open cut with all 27 associated appurtenances and required testing. 28 5. Installation of approximately 1,030 LF of 8-inch sanitary sewer pipe by open cut with all 29 associated appurtenances and required testing. 30 6. Installation of approximately 44 LF of 6-inch sanitary sewer pipe by open cut with all 31 associated appurtenances and required testing. 32 7. Bypass Pumping of existing 66-inch sanitary sewer line. 33 34 P E UALIICATIN 35 The improvements included in this project must be performed by a contractor who is pre- 36 qualified by the City at the time of bid opening. The procedures for qualification and pre- 37 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS. 38 39 DOCUMENT EXAMINATION AND PROCUREMENTS 40 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 41 of Fort Worth's Purchasing Division website at http://www.fortworth og v.org/i)urchasin&and 42 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site.The 43 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 44 suppliers. 45 46 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 0011 13-2 INVrrATIONTO BIDDERS Pape 2 of 2 I Copies of the Bidding and Contract Documents may be purchased from 2 3 Kimley-liorn and Associates,Inc. 4 801 Cherry St.,Suite 950,Unit 11 5 Fort Worth,TX 76102 6 Attn:Josh Kercho,P.E. 7 Phone Number: 817-335-6511 8 E"-Dail Address: iosh.kerct-io@kiri.iley-liorn.com 9 10 The cost of Bidding and Contract Documents is: 11 Set of Bidding and Contract Docurnents with full size drawings: $100.00 12 13 PREBID CONFERENCE 14 A prebid conference may be held as described in Section 00 21 13 -INSTRIA"TIONS TO 15 BIDDERS at the following location,date,and time: 16 DATE: MARCH 24,2015 17 TIME: 2:OOPM 18 PLACE: Fort Worth City Hall; 1000 Throckmorton St.,Fort Worth,TX 76102 19 LOCATION: Water Department Conference Room,21 Floor,Rm.255 20 21 22 CITVS RIGHT TO ACCEPT OR RE3ECTBIDS 23 City reserves the right to waive irregularities and to accept or reject bids. 24 25 INQUIRIES 26 All inquiries relative to this procurement should be addressed to the following: 27 Attn: Liam Cordon,City of Fort Worth 28 Email: Liam.ContonC&,foi-tworthf ov.org 29 Phone: (817)392-6824 30 ANIXOR 31 Attn: Josh Kercho,Paid®,Kiniley-Florn and Associales,Inc. 32 Email: jt��sli.ker(°,ii.o@kim]r:Ay-honi.c(�)tii 33 Phone: (817)335-6511 34 35 ADVERTISEMENT DATES 36 March 5, 2015 37 March 1Z .2015 3 8 39 END OF SECTION MY OF FORT WORTH TRV Part 4 Channel Segypent B STANDARD CONSTRU(,"TION SPECIFICATION DOCUMENT'S Water and Sanitary say it Relocations Revised My 1,2018 City Pirojma No.(K)969 0021 13-1 INSTRUCTIONS TO BIDDERS Page 1 of 10 9'= 1 SECTION 00 211 13 2 INSTRUCTIONS TO BIDDERS 3 4 1. Defined Terms 5 6 I.1.Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 7 00-GENERAL CONDITIONS. 8 9 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. 11 12 1.2.1. Bidder: Any person, firm, partnership,company, association, or corporation acting 13 directly through a duly authorized representative,submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association,or 17 corporation acting directly through a duly authorized representative, submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. 20 21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 22 (on the basis of City's evaluation as hereinafter provided)makes an award. 23 24 2. Copies of Bidding Documents 25 26 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 27 resulting from the Bidders use of incomplete sets of Bidding Documents. 28 29 2.2.City and Engineer in making copies of Bidding Documents available do so only for the 30 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 31 for any other use. 32 33 3. Prequalification of Bidders(Prime Contractors and Subcontractors) 34 35 3.1.All Bidders and their subcontractors are required to be prequalified for the work types 36 requiring prequalification at the time of bidding. Bids received from contractors who are 37 not prequalified(even if inadvertently opened)shall not be considered. Prequalification 38 requirement work types and documentation are as follows: 39 40 3.1.1. Paving—Requirements document located at; 41 https://pro jectpoiilt.buzzsaw.com/fortwortligov/Resources/02%20- 42 %20Construct ion%20 Documents/Contractor%20 P requal i ficat ion/TP W%2OPavi ng 43 %20Contractor%2OPrequalification%2OProt 4ram/PREQUALIFICATION%20 EQ 44 UI REM ENT S°,o20FOV O20PAVINGO/o2000N TRACTORS.PDF?public 45 46 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at; CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised November 27,2012 City Project No.00969 0021 13-.2 INSTRUCTIONS TO BIDDERS Pq .,e 2 ofA 0 p�eclaoini.bg,q-,�A.go L ikL)rtiv(jtl,]W)v/Resources,/02%20- 2 %20Cotistruction%20f)(.)ciji-nejits/Contractot�/�2OPrecivalificatioivrpwo/ozot)4 in g 3 %2.00..o..i..i..t..r.a.ct.o..tl/o..2..O.Ere..q fication%2013r [I8EQtJALIFICATl0N%o20RF .................. .... �LqLlij.._ 4 I)IREML-N'FS%20FOR%20PA,VIN(i%2000N'I'RACT'ORS.I'D,". He 5 6 3.1.3. Water and Sanitary Sewer.....Requirements docunient located at; 7 htimyLmoie- uK s/()2%20- g��im .......................— r1D 8 %20Construction%2ODocti.iiients/Coiitracto /o20Prq1j4jj.t ....................—................. ft gfio. n../Wa e-.:.0.2 O.A.B.0%2.. 9 QSan �jj.�e it ,Zq2Q5gwer'Yo20Coni-,t,actorl/,) Op ........... _Ee(jp4L 2 ffia @.jj-oqn%20 3 �2O,�r 10 qqa10 ZQ0 rg at i i r Li Li Lt jts..Li 9 q_Zp LIb ry� 12 13 3.2.Each Bidder unless currently prequalified,must be prepared to submit to City within 14 seven(7)calendar(lay's prior to Bid opening,,the documentation identified in Section 00 15 45 11,BIDDERS PREQUALIFICATIoNs. 16 17 3.2.L Submission of and/or questions related to prequalifiCartion should be addressed to 18 the City contact as provided in Paragraph 6.1. 19 20 21 3.3.The City reserves the right to require,any pre-qualified contractor who is the apparent low 22 bidder(s)for a project to submit such additional infiorniation as the City, in its sole 23 discretion may require,including but not limited to manpower and equipment records, 24 information about key personnel to be assigned to the project,and construction schedule, 25 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to 26 deliver a quality product and successfully complete proJects for the amount bid within 27 the saipulated time frame.Based upon the City's assessment of the submitted 28 information,a recommendation reg ,arding the award of a contract will be made to the 29 City Comicil. Failure to submit the additional int'i.)rynation,if requested, may be grounds 30 for rejecting the apparent low bidder as non-responsive. Affected contractors will be 31 notified in wrifing of a recomlTiendation to the City Clouncil. 32 33 3.4.In addition to prequalifliciltion,additional requirements for qualification may be i equired 34 within various sections of the Conti-act Documents. 35 36 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 37 38 4.L.Before submitting a Bid,each Bidder shall: 39 40 4.1.1. 171xarnine and carrefbily study the Contract Documents and other related data 41 identified in the Bidding Documents(including"technical data" referred to in 42 paragraph 4.2. below). No information given by City or any representative of the 43 City other than that contained in the Contract Documents and officially 44 prornulgated addenda thereto, shall be binding upon the City. 45 46 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 47 site conditi(ns that may affect cost,prog gress,peribrn-tance or ftirnishing oft e 48 Work. 49 CITY OF FORT WORTH T V--Part 4—Channel Segment B SIANDARD CONSTRUCTION SPEC IFWATION 1)(KAMENTS Waou and Sanituy Sewer Relocafions RevivA Noveirn1j:X.�j.r 2"1',21x12 City Prqjact Na 69 0021 13-3 INS"I'RIICTIONS TO BIDDERS Page 3 of 10 „r 1 4.1.3. Consider federal,state and local Laws and Regulations that may affect cost, 2 progress, performance or furnishing of the Work. 3 4 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or 5 contiguous to the Site and all drawings of physical conditions relating to existing 6 surface or subsurface structures at the Site(except Underground Facilities)that 7 have been identified in the Contract Documents as containing reliable "technical 8 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 9 at the Site that have been identified in the Contract Documents as containing 10 reliable"technical data." 11 12 4.1.5. Be advised that the Contract Documents on file with the Citv shall constitute all of 13 the information which the City will furnish. All additional information and data 14 which the City will supply after promulgation of the formal Contract Documents 15 shall be issued in the form of written addenda and shall become part of the Contract 16 Documents just as though such addenda were actually written into the original 17 Contract Documents.No information given by the City other than that contained in 18 the Contract Documents and officially promulgated addenda thereto,shall be 19 binding upon the City. 20 21 4.1.6. Perform independent research, investigations,tests, borings,and such other means 22 as may be necessary to gain a complete knowledge of the conditions which will be 23 encountered during the construction of the project. On request,City may provide 24 each Bidder access to the site to conduct such examinations, investigations, 25 explorations,tests and studies as each Bidder deems necessary for submission of a 26 Bid. Bidder must fill all holes and clean up and restore the site to its former 27 conditions upon completion of such explorations, investigations,tests and studies. 28 29 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 30 cost of doing the Work,time required for its completion,and obtain all information 31 required to make a proposal. Bidders shall rely exclusively and solely upon their 32 own estimates,investigation,research,tests,explorations, and other data which are 33 necessary for full and complete information upon which the proposal is to be based. 34 It is understood that the submission of a proposal is prima-facie evidence that the 35 Bidder has made the investigation,examinations and tests herein required. Claims 36 for additional compensation due to variations between conditions actually 37 encountered in construction and as indicated in the Contract Documents will not be 38 allowed. 39 40 4.1.8. Promptly notify City of all conflicts,errors, ambiguities or discrepancies in or 41 between the Contract Documents and such other related documents. The Contractor 42 shall not take advantage of any gross error or omission in the Contract Documents, 43 and the City shall be permitted to make such corrections or interpretations as may 44 be deemed necessary for fulfillment of the intent of the Contract Documents. 45 46 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of: 47 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised November 27,2012 City Project No.00969 00 21 13•-4 INSTRU(MONSTO BIDDERS Page 4 of 10 1 4.2.1.a those reports of explorations and tests of subsurf4ce conditions at or contigpow;to 2 the site which have been utilized by City in preparation of the Contract,Documents. 3 The logs of Soil Borings,if any,on the plans are for general information only. 4 Neither the City nor the Engineer ;nun antee that the data shown is representative of 5 condifions which actually exist:. 6 7 4.2.2. those drawings of physical conditiorLs in or relating to existing surface and 8 subsurface structures(except Underground 17acilities)which are at or contignious to 9 the site that have been utilized by City in preparation of the Contract Documents. 10 11 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 12 on request. Those reports and drawings may not be part oft e Contract 1.3 Docurnents,but the"technical data"contained therein upon which Bidder is entitled 14 to rely as provided in Pai-agraphi 4.02.of the General Conditions has been identified Is and eSt ablished in p"aragra.ph,SC 4.02 of the Supplementary Conditions. Bidder is 16 responsible for any interpretation or conclusion drawn from any"technical data"or 17 any other data,interpretations,opinions or inib.nination. 18 19 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 20 that Bidder has complied with every requirernent of this paragraph 4,(ii)that without 21 exception the Bid is premised upon performing and ffirnish(ing the Work required by the 22 C'ontract DOCLInients and applying the specific rneans,methods,techniques,sequences or 23 procedures of construction(if any)that may be shown or indicated or expressly required 24 by the Contract Documents,(iii)that Bidder has given City written notice of all 25 conflicts,errors,ambiguities and discrepancies in the Contract Documents and the 26 written resolutions thereof by City are acceptable to Bidder,and when said conflicts, 27 etc.,have not been resolved throup),I the interpretations by City as described in 28 Para aph 6.,and(iv)that the Contract Documents are generally sufficient to indicate 29 and convey understanding of all terms and conditions for performing and furnishing the 30 Work.. 31 32 4.4.The provisions of this paragraph 4,inclusive,do not apply to Asbeslos,Polychlorinated 33 biphenyls(PCBs), Petrotelim,Hazardous Waste or Radioactive Material covered by 34 paragraph 4.06.of the General Conditions,unless specifically identified in the Contract 35 Documents. 36 37 5. Availability of Lands for Work,Etc. 38 39 5.1 w The lands upon which the Work is to be performed,rigj-tts-of-way and easements for 40 access thereto and other lands designated for use by Contractor in performing the Work 41 are identified in the Contract Documents, All additional.lands and access thereto 42 required for ternporary construction f4cilifies,construclion equipment or storage of 43 niaterials and equipment to be incorporated in the Work are to be obtained and paid for 44 by Contractor. Easements for permanent structures or perimanent changes in existing 45 I'acilities are to be obtained and paid for by City unless otherwise provided in the 46 Contract Documents, 47 CITY OF FORT WORTH TRV...•Part 4 Channel Segnent B STANDARD CONSIMUCTION SPECAFKATION D(K.A.DNS ENTS Water wkd Swiftuy Sewer Relocations nevi,W Noveintw 27,2012 City Project No,0 0969 0021 13-5 INSTRUC"l'IONS TO BIDDERS Page 5 of 10 1 5.2.Outstanding,right-of-way,easements, and/or permits to be acquired by the City are listed 2 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 3 of-way,easements, and/or permits are not obtained,the City reserves the right to cancel 4 the award of contract at any time before the Bidder begins any construction work on the 5 project. 6 7 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 8 way,easements,and/or permits, and shall submit a schedule to the City of how 9 construction will proceed in the other areas of the project that do not require permits 10 and/or easements. 11 12 6. Interpretations and Addenda 13 14 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to 15 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 16 received after this day may not be responded to. Interpretations or clarifications 17 considered necessary by City in response to such questions will be issued by Addenda 18 delivered to all parties recorded by City as having received the Bidding Documents. 19 Only questions answered by formal written Addenda will be binding. Oral and other 20 interpretations or clarifications will be without legal effect. 21 22 Address questions to: 23 24 City of Fort Worth 25 1000 Throckmorton Street 26 Fort Worth,TX 76102 27 Attn: Liam Conlon, Water Department 28 Fax: 817-392-8195 29 Email: Liam.Conlon @fortworthtexas.gov 30 Phone: 817-392-6824 31 32 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 33 City. 34 35 6.3.Addenda or clarifications may be posted via Buzzsaw at: 36 hs://i)roiecti)oint.buz_zsaw.com/fortwortligov/lnfrastructure%2OProiects/00969%20- 37 %20Trinity%20',iver%20Vision,%2OPart%204%20%E2%80%93%2OChannel%2OSeg 38 ment%. 210B%20 Water%20and%2 0 San itary%20Sewer°%?OReIocations/Bid%20 Doc umen 39 is%20Package?public 40 41 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or 42 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 43 Project. Bidders are encouraged to attend and participate in the conference. City will 44 transmit to all prospective Bidders of record such Addenda as City considers necessary 45 in response to questions arising at the conference. Oral statements may not be relied 46 upon and will not be binding or legally effective. 47 48 49 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised November 27,2012 City Project No.00969 (X)21 I3-6 INSTRUCT T1ONSTO BIDDERS Page 6 of l0 AN), 1 7. Bid Security 2 3 7.1.Each Bid must be accompanied by Bid and made payable to City in an amount of five 4 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety fileeting 5 the requirements of Paragraphs 5.01 of the General Conditions, 6 7 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 8 have been satisfied, If the Successfifl Bidder fails to execute and deliver the coniplete 9 Agreement within 10 days after the Notice of Award,City may consider Bidder to be in 10 default,rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited, I I Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid and of all 12 other Bidders whom City believes to have a reasonable chance of receivirig the award 13 will be retained by City until Final contract execution,, 14 15 8. Contract Times 16 The number of days within which,or the dates by which,Milestones are to be achieved in 17 accordance with the General Requirements and the Work is to be completed and ready for 18 Final Acceptance is set forth in the Agivement or incorporated therein by reference,to the 19 attached Bid Form. 20 21 9. Liquidated Damages 22 Provisions for liquidaled darnages are set forth in the Agreement. 23 24 10. Substitute and "Or-Equal" Items 25 The Contract,if awarded,will be on the basis of materials and equipment described in the 26 Bidding Documents without consideration of possible substitute or"or-equal"items. 27 Whenever it is indicated or specified in the Bidding Documents that a"substitute"or""or_ 28 equal" item of material.or equipment may be furnished or used by Contractor,if acceptable to 29 City,application for such acceptance will not be considered by City until after the Effi.Ttive 30 Date of the Agreeinent, The procedure for submission of any such application by Contractor 31 and c onsiderartion by City is set forth in Paragraphs 6.05A,,,6.05B. and 6.05C.of the General 32 Conditions and is supplemented in Section 01 25 00 of the General Requi rements. 33 34 11. Subcontractors,Suppliers and Others 35 36 11.1. In accordance with the Ciily's Business Diversity Enterprise Ordinance No.20020- 37 12-2011 (as amended),the City has goals for the participation of mir-lority business 38 and/or small business enterj.,)rises in City contracts,,A copy of the Ordinance can be 39 obtained from the Office of the City Secretary.'ffie Bidder shall submit the MBE and 40 SBE Utilization Form., Subcontractor/Stipplier Utilization Form,Prime Contractor 41 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 42 Venture Form w;appropriate, The Forrns including docurnentation must be receive(] 43 by the City no later than 5:001P. .CST,five(5)City business days after the bid 44 opening date.The Bidder shall obtain a receipt from the City as evidence the 45 documentation was received, Failure to ct�nuply shall render the bid as non 46 responsive,, 47 48 11.2. No Contractor shall be required to employ any Subconti-actor, Supplier,other person 49 or organization against whom Contractor has reasonable objection. 50 MY OF FORT WORTH TRV.. Part 4—Channel Se pent B sTANDARD CONSTRUCTION SPICIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised Novemlxx 27,2012 City Rrq ect No.00909 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 10 1 12. id Form 2 3 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 4 obtained from the City. 5 6 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 7 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 8 the Bid Form. A Bid price shall be indicated for each Bid item, alternative,and unit 9 price item listed therein. In the case of optional alternatives,the words "No Bid," 10 "No Change," or"Not Applicable" may be entered. Bidder shall state the prices, 11 written in ink in both words and numerals, for which the Bidder proposes to do the 12 work contemplated or furnish materials required. All prices shall be written legibly. 13 In case of discrepancy between price in written words and the price in written 14 numerals,the price in written words shall govern. 15 16 12.3. Bids by corporations shall be executed in the corporate name by the president or a 17 vice-president or other corporate officer accompanied by evidence of authority to 18 sign. The corporate seal shall be affixed. The corporate address and state of 19 incorporation shall be shown below the signature. 20 21 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 22 partner, whose title must appear under the signature accompanied by evidence of 23 authority to sign. The official address of the partnership shall be shown below the 24 signature. 25 26 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 27 member and accompanied by evidence of authority to sign. The state of formation of 28 the firm and the official address of the firm shall be shown. 29 30 12.6. Bids by individuals shall show the Bidder's name and official address. 31 32 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 33 indicated on the Bid Form. The official address of the joint venture shall be shown. 34 35 12.8. All names shall be typed or printed in ink below the signature. 36 37 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of 38 which shall be tilled in on the Bid Form. 39 40 12.10. Postal and e-mail addresses and telephone number for communications regarding the 41 Bid shall be shown. 42 43 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 44 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 45 to State Law Non Resident Bidder. 46 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised November 27,2012 City Project No.00969 X9021 12-8 WS MUCTIONSTO BIDDERS Page 8 of 10 1 13. Submission of Bids 2 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Damunents, 3 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 4 addressed to City Manager of the City,and shall be enclosed in an opaque sealed envelope, 5 ji,narked with the City Project Number, Project title,the name and address of Bidder,and 6 accompanied by the Bid security and other required documents. If the Bid is sent through,the 7 mail or other delivery system,the sealed envelope shall be enclosed in a separate envelope 8 with the notation "BID ENCLOSED"on the face of it. 9 10 14. Modification and Withdrawal of Bids 11 12 14.1. Bids addressed to the City Manager and filed with the Purchasirig Of cannot be 13 withdrawn prior to the time set for bid opening. A request,for withdrawal must be 14 made in writing by an appropriate documient duly executed in the manner that a Bid 15 must be executed and delivered to the place where Bids are to be submitted at any 16 time prior to the opening of Bids.After all Bids not requested for withdrawal are 17 opened and publicly read aloud,the Bids for which a withdrawal request has been 18 property filed may,at the option of the City,be returned unopened.. 19 20 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 21 time set for the closing of Bid receipt. 22 23 15. Opening of Bids 24 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 25 abstract of the amounts of the base Bids and major alternates(if array)will be made available 26 to Bidders after the opening of Bids. 27 28 16. Bids to Remain Subject to Acceptance 29 All Bids will remain subj ect,to acceptance for the time period specified for Notice of Award 30 and execution and delivery of a complete Agreement by Successful Bidder, City may,at 31 City's sole discretion,release any Bid and nullify the Bid security prior to that date. 32 33 17. Evaluation of Bids and Award of Contract 34 35 17.1. City reserves the right to reject.any or all Bids, including without limitation the rights 36 to reject any or all nonconforming,nonresponsive, unbalanced or conditional Bids 37 and to reject the Bid of any Bidder if City believes that it would not be in the best 38 interest of the Proiect to make an award to that Bidder,whether because the Bid is 39 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 40 meet any other pertinent standard or criteria established by City. City also reserves 41 the right to waive inforrnalities not involving price,contract time or changes in the 42 Work with the Successful Bidder. Discrepancies between the mill tipf ication of units 43 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 44 1 etween the indicated sum of any column of figures and the correct sum thereof will 45 be resolved in favor of the correct sum. Discrepancies [)etween,words and figums 46 will be resolved in favor of the words. 47 CITTY OF FORTWORTH TRV-Pan 4..._C veV Segment B STANDARD CONSTRUCTION SPLCIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised November 2 7,20 2 City Project No.00%- 9 ooz/ o-n I NxmocnowSmBIDDERS Page"mr/o � | 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 2 among the Bidders, Bidder isun interested party to any litigation against City, 3 City or Bidder may have uclaim against the other orbc engaged inlitigation, 4 Bidder isin arrears on any existing contract or has defaulted onuprevious 5 contract, Bidder has per6onnc6 u prior contract in an unsatisfactory manner, or h Bidder has uncompleted work which in thejudgment of the City will prevent or 7 hinder the prompt completion ofadditional work ifawarded. 8 Y 172. City may consider the qualifications and experience of Subcontractors, Suppliers, and |O other persons and organizations proposed for those portions of the Work as to which l| the identity of Subcontractors, Suppliers,and other persons and organizations must 12 be submitted as provided in the Contract Documents or upon the request of the City. 13 City also may consider the operating costs, maintenance requirements, performance 14 data and guarantees of major items u[materials and equipment proposed for 15 incorporation in the Work when such data is required to be submitted prior to the 16 Notice ofAward. 17 18 17.3. City may conduct such investigations usCitydcemaneocsaarytomsaiytinthc 19 evaluation of any Bid and to establish the responsibility,qualifications,and financial 20 ability of Bidders,proposed Subcontractors, Suppliers and other persons and 21 organizations to perform and furnish the Work in accordance with the Contract ZZ Documents to City's satisfaction within the prescribed time. 23 24 17.4. Contractor shall perform with his own organization, work of a value not less than 25 35Y6ofthe value embraced un the Contract, unless otherwise approved bv the City. h �-- Z � 27 17.5. If the Contract is to be awarded, it will be awarded tolowest responsible and 28 responsive Bidder whose evaluation by City indicates that the uvvur6 will be in the 29 best interests of the City. 30 31 176. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 32 ounbuut touNonresident Bidder unless the Nonresident Bidder's bid is lower than 33 the lowest hid submitted hyo responsible Texas Bidder bythe sumou,noun/ that u 34 Tcsua resident bidder would be required to underbid mNonresident Bidder toobtain u 35 comparable contract in the state in which the nonresident's principal place of 36 business is located. 37 38 17.7. A contract is not awarded Unti I formal City Counci I authorization. If the Contract is 39 to be awarded, City will award the Contract within 90 120 days after the day of the 40 Bid opening unless extended inwriting. No other act uf City or others will constitute 41 acceptance ofu Bid. Upon the contractor award uNotice of Award will be issued by 42 the City. 43 44 17.8. Failure orrefusal to comply with the requirements may result in rejection ofBid. 45 46 � CITY op FORT WORTH nxv-um*-cxummargmunta STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised November zr`zo1z City Project No.nnwv 0021 13-10 INS FRUCTIONSTO BIDDERS Page 10 of 10 1 18. Signing of Agreement 2 When City issues a Notice of Award to the Successful Bidder, it will be accompuned 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 Conti-actor. 7 8 9 10 END OF SECTION Y" MY OF FORT WORTH TRV-Part 4-Channel Segment B STANDARD CONS'TRUCTION SPECIFICATION MTMEMS Water and Sanitwy Sewer Relocations Revised November 27,2012 City Prqjwt No.0(969 003513 BID FOR Page 9 of 9 SECTION P I CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent(hereinafter also referred to as"'you"')to a City of Fort Worth (also referred to as aC" -") procurement are required to complete Conflict of Interest Questionnaire attached CIQ Form) Government Officer Conflicts Disclosure Statement attached CIS Form) below pursuant to state law. This affidavit °I ceftify that the Bidder has on file with Secretary the required documentation and is eligible to bid o referenced forms may also be downloaded from website links provided below. hj_qLgL,....�.,..,..°... .....,U CIQ Form is I with i Secretary CIQ Form is being prodded to the City Secretary off",; CIS Form is it Secretary CIS Form is being provided City Secretary BIDDER: ® w Louis Construction of Texas, L a Les V Whitman South 6th Avenue Signature: Mansfield, Texas 76063 Title: General Manager END OF SECTION IOW, CITY OF FORT WORTH STANDARD CONSTRUCTION UCTION PECIFICATION DOCUMENTS Foffn Revised 20120327 Bid Proposal W ook,)ds CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity This questionnaire reflects changes made to the law by H.S. 1491, 80th Leg., Regular Session. OFFICEUSEONLY This questionnaire is being filed in accordance with Chapter 176,Local Government Code Date RecMved by a person who has a business relationship as defined by Section 17'6.001(1 )with a local governmental entity and the person meets requirements under Section 176,006(a). By law this questionnaire must be filed with the records administrator of the local governmental entity not later than the 7th business day after the date the person becomes aware of facts that require the statement to be filed. See Section 176.006,Local Government Code. A person commits an offense if the person knowingly violates Section 176.006, Local Government Code,An offense under this section is a Class C misdemeanor. Name of person who has a business relationship with local governmental entity. N/A Checkthis box if you are filing an update to previously flied questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not N/A later than the 7th business day after the data the originally filed questionnaire becomes incomplete or inaccurate.) e floc I gave rnent officer °th o filer has entployrrment or bulsin s rslrttlonshlp, k1JA Name of Officer This section (ltem 3 including subparts A, B, C & ID) must be completed for each officer with whom the filer has an employment or other business relationship as defined by Section 176.001(1•..a), Local Government Code. Attach additional pages to this Form CI Q as necessary A Is the local government offi cer named in this section receiving or likely to receive taxable income, other than investment income, from the filer of the questionnaire? 0 Yes EXI No B. Is the filer of the questionnaire receiving or likely to receive taxable income, other than investment income,from or at the direction of the local government officer named In this section AND the taxable Income is not received from the local governmental entity? El Yes FX] No C. Is the filer of this questionnaire employed by a corporation or other business entity with respect to which the local government officer serves as an officer or director, or holds an ownership of 10 percent or more? ED Yes 5j No D. Describe each employment or business relationship with the local government offi cer named in this section. I Les V.Whitman 04/02J201 5 ignature of person doing business Wth the governmental entity Date S Adopted 06/29/2007 LOCAL GOVERNMENT OFFICER FORM CIS CONFLICTS DISCLOSURE STATEMENT (instructions for completing and filing this form are provided on the next page.) This questionnaire reflects changes made to the law by H.B. 1491, 80th Log., Regular Session. OFFICE USE ONLY This is the notice to the appropriate local goverrimental entity that the follow4ig local government officer has be me are of facts that require the officer to file this statement Date Received in accordance with Chapter 176,Local Government Code. Name of Local Government Officer N/A T�Offlce Held N/A Name of person described by Sections 176.,002(a)and 176.003(a),Local Government Code N/A 4 Description oft a nature and extent of employment or other business relationship with person named in Item 3 N/A 00"I" gifts described ection 176.003(a-1),If aggregate value of the gifts accepted from person named In Its 3 exceed$260 during the 12-month period described by Section 176.003(a)(2)(B) Date Gift Accepted N/A.— Description of Gift N/A Date Gift Accepted N/A _ Description of Gift NIA Date Gift Accepted N/A _ Description of Gift N�/A mmmmmm (attach additional forms as necessary) 6 AFFIDAVIT I swear under I penafty of pedury that the above statement is true and correct.I acknowledge that the disdosure applies to a family member(as defined by Section 176,001(2), Local Goverriment Code)of We local government officer, I also acknowledge that this statement covers the 12-month 1pedod desaibed by Section 176.W3(a),Local Govemment Code. N/A Signature of Local Goverriment Officer AFFOX NOTARY STAMP I SEAL ABOVE Sworn to and subscribed before me,by the said— N/A ......--.— this day of N/A _20—A/A to certify wNch,witness my hand and seal of office., N/A N/A N/A ............. ....................................... ............... ............. Signature of officer administering oath Printed name of officer adirninisiviring oath Title of officer administering oath Adopted 06129/2007 L GOVERNMENT OFFICER CONFLICTS I STATEMENT Section 176.003 of the Local Government Code requires certain local government officers to I this "local government officer' is defined member of the governing body of a local governmental entity;, director, superintendent„ administrator, president,or other person designated as the executive officer of the local governmental entity, or an employee of a local governmental ent!ty wi respect whom the local governmental entity has,in accordance i ion 176.006,extended requirements of Sections 176.003 and 176.004. This form is required to it with records administrator of the local governmental entity not later venth business day after the date on which the officer becomes r the facts t require the filing of this statement. I government officer commits an offense if the officer knowingly violates Section 176,003, Local Government Code.An offense under this section is a Class misdemeanor. Please refer to chapter 176 of the Local Government Code for detailed information regarding the requirement to file this form. INSTRUCTIONS L TI THIS The following numbers correspond to the numbered boxes on the other side. 1. Name of Local Government Officer. Enterthe name of the local government officer i t i statement„ 2. Office Held. Enter the name of the office I local government officer filing this statement. . Marne of person described ec io s 176.002(a)and 176.003(a)F Local Government Code. Enter the name of the person described Section 176.002,Local Government Code with whom the officer has an employment or other business relationship as described by Section 176.003(a), Local Government Code. 4. Description of the nature and extent of employment usin s relationship with person named in item 3. Describe nature and extent of employment or other business relationship with the person in item 3 as described by Section 76.003(a)p Local Government Code. . List gifts accepted, excluding gifts described ectl n 176.003(a-1), if aggregate value of the gifts accepted from person named in item 3 exceed$250. List gifts accepted during the 12-month period (described ion 176.003(x),Local Government Code)by the local government officer or family member of the officer,excluding gifts described ion 176.003(a-1)®from the person named in in aggregate e in value. S.Affidavit. Signature of local goverment officer. Adopted 06129/2007 if UNANIMOUS I IN LIEU OF ANNUAL MEETING OF THE MEMBERS AND GOVERNORS OF S. J. Louis, LLC January 28, 2015 The ove ors and members of S. J. Louis, LL C, by unanimous written consent, take the following action, as if a meeting properly lled pursuant to notice I governors and members ntitled to vote on the matters presented herein had been present and voting in favor of such action. RESOLVED, that the following erso hereby appointed or re-appointed the offices i Company set opposite their respective names to hold office it their respective successors are chosen qualify.- James ° Schueller President/Chief Manager Les V. WhUman Executive Vice President/General Manager David Dickerson Vice President/South Texas Area Manager Stephen ohl r Vice President/ Forth Texas Area Manager Peter Stahl Vice President/ North Texas Area Manager Donald Meyer Chief Financial vial r/Secretary Treasurer Philips J. V Ilakalil Secretary/Treasurer,/General Counsel /Contracts Director Jim Smith Vice President of Equipment and Trucking There other officers of S. J. Louis, RESOLVED FURTHER, the Executive Vice President Company shall assume all duties of the President and Chief Manager in event of the death or disability current President/Chief Manager, as defined in Unanimous Consent dated January , 200& RESOLVED FURTHER, that the President, Executive Vi President, and Chief Financial Officer are hereby authorized empowered ered sign all documents necessary for the performance business of S.J. Louis, LLC, the General Partner of S.J. Louis Construction of Texas, Ltd.. RESOLVED F THE , Philips J. V llak lil as Secretary, David Dickerson, Stephen Kohler, Lucas Menebroker, and Pete Stahl are authorized to sign Construction Contracts, Construction Bids, Construction Bonds, final pay estimates and all other documents nuts me ess ry to construct and manage construction jobs for S.J. Louis Construction of Texas, RESOLVED URT E , Adam Lunsford, Justin Whitman, and Curtis Ostrander are authorized t sign Cornst Construction i a J. Louis Construction Texas rod Page 1 of 2 S1 Louis LLC 1-28-15 TX Consent 010100^ RESOLVED FURTHER, that all prior signature authorizations are herein deleted, denied, and superseded by this Unanimous Consent to Action. RESOLVED FURTHER, all acts pursuant thereto taken by members of the Board of Governors or by Officers of the Company since the last recorded meeting, are hereby ratified and approved in all respects. IN WITNESS WHEREOF, the undersigned, constituting all of the governors and members of the Company entitled to vote on the matters presented herein, have executed this Unanimous Consent to Action In Lieu of Annual Meeting, effective January 28, 2015. BOAID OF GOVERNORS: James Schueller, Governor Page 2 of 2 SJ Louis LLC 1-28-15 TX Consent 00wGO BID FORM Page/m3 - SECTION 004i00 BID FORM TO: The City Manager uW: The Purchasing Department 1OOOThmohmortnnStreet City nf Fort Worth, Texas 70102 FOR: WATER& SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT&THE TRINITY UPTOWN SERVICE AREA BRIDGE&CHANNEL RELOCATIONS PART CHANNEL SEGMENT B WATER& SANITARY SEWER RELOCATIONS City Project No.: 00868 Units/Sections: Unit!: Sanitary Sewer Unit U:Water t Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, N enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work asspecified 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 AOW 2.1 In submitting this Bid. Bidder accepts all of the terms and conditions of the INVITATION T0 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 ofany undisclosed individual or entity and is not submitted in conformity with any collusive agreement orrules of any group, association, organization,o/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 torefrain from bidding. 2.0. 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 ofa public official in the bidding process. b. "fraudulent pmotioa^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, o/(o)Vo deprive City of the benefits of free and open competition. c. "collusive practice"means a scheme or arrangement between two or more Bidders,with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. � CITY or FORT WORTH rnv Part Channel Segrnent e STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer n°*=n""" Revised March or.xo1x City Project No.n09oy 004100 BID FORM Page 2 of 3 d. "coercive practice"means harming or threatening to harm,directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors-, a, Augur Boring-Greater than 24-inch diameter casing b. Tunneling-36-Inches-60-inches, 350 LF or less c, Sewer Bypass Pumping,42-inches and larger d. Sewer Interceptors, Urban/Renewal,24-inches and smaller 4. Time of Completion 4.1, The Work will be complete for Final Acceptance within 280 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4,2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work(andfor achievement of Milestones)within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c, Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder,Section 00 43 37 e. MWBE Forms(Optional at time of bid) f Prequafificafion Staterfient, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary,CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below,please enter the total bid amount for this prqlect. Only this figure will be read publicly by the City at the bid opening. CITY OF FORT WORTH TRV-Part 4-Channel Segrnent B STANDARD CONSTRUGI ION SPECIFICAI ION DOCUMENTS water and SanKary Sewer Relocaeons Revised March 27,2012 City Pmjoct No,00N9 00 41 DO BID FORM Page 3 of 9 Ile, 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts., 6.3. To Bid 7. Bid Submittal This Bid is submitted on April 2,2015 by the entity named below. Respectfully submitted, Receipt is acknowledged of the Initial following Addenda: BY, Addendum No. 1: 03/30/2015 '0 7(SIgnature) Addendum No.2° Addendum No.3: Les V.Whitman JAddendum No.4: (Printed Name) Title: General Manager Company: SJ.Lousi Construction of Texas,Ud, Corporate Seal: Address: 520 South 6th Avenue Mansfield®Texas 76063 State of Incorporation: Texas Email: lesw@sjlouls.com Phone: 817477-0320 END OF SECTION CITY OF FORT WO FMI TRV-Pad 4-Channel Sepnent 0 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Santlary Sewer Re Revised March 27,2012 CRY Project NO.come 004243 BFD MOPOSM, Pir.1 OF2 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Pr sal BWlist Description S ifleation Unit of Bid Unit Price Bid Value Item No. Secti No. Measure Quantity Unit 1:Sanitary Sewer 1A* 3305 1107 42"Casing By Other Than Open Cut,SS 330522 LF 288 AD Gib- asti. Line A,STA 4+24 to STA 1+316 1B* 33051303 48"Tunnel Liner Plate By Other Than Open 33 05 21, LF 288 $1,,590.00 $457,920.00 -Cut,SS Line A.STA 4+24 to STA 1+36 1330522 - I *Contractor to provide Unit Price/Bid Value for only one of the alternatives for Kern 1.CO'NOT PROVIDE UNIT PRICEJBID VALUE FOR EACH ALTERNATIVE. 3305.1106 36"Casing By Other Than Open Cut,SS 2 Line A,STA 5+79 to End 330522 LF 261 $1,390.00, $362,790ZO 3 M53010 24"Sewer Car(Wr Pipe LF rA 9 $4400 $227,26600 6 3331 A324 24!'Fiberglass Sewer Pipe 33 31 1 3 LF 415 t27.00 $177,205.00 7 3331.4326 24"'Fiberglass Sewer Pipe,Select Backfill 3331 13 LF 136 $4,383.00 $59,568.00 331110, 5 3331.4115 &'Sewer Pi 33 31 12, LF 1030 $260.00 $267,800.00 33 31 20 3311 10, 4 3331.4108 6"Sewer Pipe 3331 12, LF 44 $2%00 $1'1'000,00 333120 8 3341.0302 30"RCP,Class 11 1 �4 LF 12 $801.00 $9,60.00 9 013&0101 Railroad Coordination 01 1 3513 LS i iii1"00 $1.00 10 0241,2012 Remove 6"Sewer Line 6241 14 LF 120 $40.00 $4,660.00 11 0241.2013 Remove 8"Sewer Line 0241 14 LF 191 $40.00 $7,640.00 12 W41,'2'0'1'4'- Remove- lib"'S'swer" 0241 14 LF 73 $40.00 $2,920.00 13 -02412016 Remove I 15"-Se,war Line,,Line. 62 41 14- LF 1-50 $50,00 $7, 00 14 0241.2021 Remove 24"Sewer Line 0241 14 LF 359 $60.00 $21,540.00 15 0241.2027 Remove 54"Sewer Line 0241 14 LF 337 $89,00 $26,960.00 i6o $120.00 $46,80606 16 0241.2001 Sand 0241 14. Cyr - - 4ry Line Grouting 17 0241,,21102 6" r Abandonment Plug 0241 14 EA 2 $300.00 $15WOO 18 02414103 W S--e-war Abandonment Plug 0241 14 EA 1 $300.00 $300.00 19 0241.2104 16"Sem- rAbandonment Plug 924114 EA 1 $300.00 $300.00 20 0241.21 1 06 -15"Sewer Ate n-donment Plug �02 41 1 14 E-A 2 $400.00 $8K00 21 02411111 24"Sewer Abandonment Plug 02 41 14 EA 2 $500,04 p 09,pq ,010101,100 2 1 2 0241.2117 54"Sewer Abandonment Plug '62 4114 EA 3 $1,200.00 $3,600.00 23 0241,12201 Rer 9--o-ye 4-Sewer Manhole 02 11 41.14--1 15 $1,600.06 $27,0 .00 24 W41 2202 Remove 5'Sewer Manhole 02 41 14 EA 3 $2,100.00 $6,300.00 25 3110.0102 W-IZ'Tree Removal 311066 EA 9 $460.00 $3,600.00 26 3110.0163 12""-18�Tree Removal 3111000 1 . $600.00 $60M00 27 31M61-64 1l3""®24"" T-ree-Removal 31 1000 w 3 $6006 v400.00 28 3110,0105 24"'and Larger Tree Removal 311000 EA 1 $1,000,00 $lpmpo 29 3201,0133 6"Wida Asphalt NMI air,Industrial 320117 LF 706 $46.00 $33,888.DD 30 3201.0616 Cone Pvmt Repair,Arterialfindustrial 32_01 29 PY 1998 $73.00 $145,854.00 31 �21IV22 W Flambe' Base,Type A,GR-2- 1 - �2 1i SY 69 $10.60 $�90.DO - -411 6Y 664 ,- *��bb $1�06&00 32 3291.0100 Topsoil 0- 9 33 3M,OiOb Block Sod Placement 32 62 13 SY 16�� $3.66 $6,§§2.'5d 34 329Z-6406 ' . - S_eetling,j yd_rqmulch 329213 SAC 17344 $0A0 $6,937.60 35 3301.0001 pre-CCTV Inspection 33 01 31 L� 6460 $too ,4106.06 36 3301.0062 Post--CCTV Inspection 33 01 31 LF 2130 $1.00 $2,130.00 37 3301.0101 Me-hole Vacuum Te fino- 3301 30 EA 15 $100.00 $1,500.00 pW 38, 3303.000t B pas�,Pum ping, 330310 LS 1 $1.00 $1 00 y OF i630 $0.01 $ia;io 39 3305.0109 Trench Safety 40 3365.6i iO Ofilily'M 330526 LS 1 $11,066.601 $1,000m arkers - I MY OF FORT WOR,n] TRV-Part 4-chitmd'U. Bong H STANDARD CONSTRI.CrION MWINCA.'rION DOMMUM MW Mild S' Y Sow AA tun RaYhWMiumy2.%error 2 Addendum No.I My 14*&No,OOM 00 42 43 BIDPROPOSAL Par2of2 MAY, SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project hem Information Biddees Proposal Bidlist Dmripfion Specificatmin Umt of Bid Unit Price Bid Value Item No. Section No. Measure Quantity 41 33313101 4"Sewer Service 33 311 50 EA 5 $3,500,00 $17,500ZO 42 3331.3311 4"Sewer Service,Reconnection 34f�0 6 $1,00 $5.00' 43 3339.0001 Epoxy Manhole Liner 333960 VF 71 $155.00 $11,0050 44 3339.1001 4'Manhole 333910, EA 7 $4,200,00 $29,400.00 33 39 20 45 3339.1003 4'Extra Depth Manhole n nld-, VF 2!7 $100.00 $2,700.00 33 39 20 46 3339.1101 5"Manhole b3 3910, EA 5 $6,300.00 $31,500.100- 1 33 39 24 47 3339.1102 S'Drop Manhole 333910, EA 1 $8,500.00 $8,500.00 33 39 20 48 3339.1103 5'Extra Depth Manhole 333910, VF 43 $154.00 $6,622.00 33 39 20 49 3339.1105 5'Type A Manhole 33 3910„ EA 2 $15,400.00 $30,800.00 33 39 20 50 $125.0101 SWPP.P 2:I"ecra' LS 1 $6, .00 $8,GW.00 51 9999.0002 Non-Standard Item,Plug Sanitary Sewer 02 41 14 EA 2 $3,000.00 $6,000.00 Junction Structure 52 9999,0003 Abandon Sanitary Sewer Junction Structure 02 41 14 EA 2 $20,000.00 $40,000.00 53 3471.0001 Traffic Control 34711 13 MO 3 $1.00 $100 54 9999.0005 Construction S I urvey 01 7 1 1 23 --LS 1 $1,000.00 $1,0-00,00 55 9999.0006 Construction Stalling 0171 23 LS 1 $1,000.,00 $1,000.00 56 9999.0007 5°T Manhole,SS Line A Ste 0+00 33 3910, EA 1 $21,900.00 $21,90U0 9999.0008 10°Precast Flat-top,M"anhoie,SS Line-B--S-ta 333920- 57 0+00 333920 EA 1 $310,000.00 $30,000.,00 58 9999.0009 Levee Crossing Shaft,SS Line A Ste 1+36 33 05 41 LS 1 $1.00 $1.00 59 9999.0010 Levee Crossing Shaft,SS Line A Ste 4+24 330541 LS 1 $1.091 $1.00 60 10 135.0101 Railroad Coordination 013513 LS 1 $1 $1.00 Utdt I:Sanitary Serer Sue tnt $2;197 459.40 Unit 11:Water 1 0241.1001 Water Line Grouting 02 41 14 12 $200.00 $2,400.00 2 0241.1012 Remove 6"Water Line 02 41 14 LE 359 -$40.60 $14,360.00 3 0241.1013 Remove 8"Water Line 02 41 14 LF 74 $40,00 $2,960 00 4 0241.1118 4!"-I2°'Pressure Plug 02�11 14 EA 3 Swam $1,500.00 5 0241.1218 4!-i2'Water Abandonment Plug I'll 0 1 2 1 41 1 4 EA 4 $1 500.00 $2,000. 6 0241,1302 Remove 6P Water Valve &4i '4 EA 3 $200.00 $600.00 7 0241.136 Remove 8"Water Valve 02 41 14 EA 2 $2001,00 $400.00 8 0241A510 Salvage Fire Hydrant 02 41 14 EA 2 _$200.00 00.00 9 3312.2001 1"Water Service,Meter Reconnection �-3 i-2 16 EA 1 $300.00 $300.00 10 3312.2003 1"WaterService 33 12 10 EA 11 $2,500.00 $2,500.00 11 .3312.2004 1°'Private Water Service 33 12 10 LP 10 50.00 $500.00 Unit If:Water So Ireed BAd(U*K 1+Unit If END OF SECTION CITY OF FORT WORTH TRY-Ilan M»ChaarW Sepwd 13 sTAHOARD coNsTRUcrtoN SMX]FICATION DOCUMNTS Wet"KW sadlary S@Kff Rdoaduft &MsWJmwwy20,2012 Addendum No.I Cky P"*A No OM9 004337 VENDOR COMPLIANCE TO STATE LAW Page 7 of 9 IrFW 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 to 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 bidder's in the to 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. �he principal place of business of our company or our parent company or majority owner is in the State of Texas. BIDDER: S.J. Lousi Construction of Texas, Ltd. By. Les V. Whitman 520 South 6th Avenue 0 (Signature) Mansfield,Texas 76063 Title: General Manager Date.- t . END OF SECTION 001%, CITY OF FORT WORTH TRV-Pert 4-Channel Segment B STANDARD CONSTRUCTUN SPECIMATION DOCUMENTS Water and Sanitary Sewer Relocations RevlwW June 27„2011 City Project No.00989 004511 -I BIDDERS PREQUALIFICATIONS Page I of-3 1 SECTION 5 11 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalifieation 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalifieation Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and I 1 financial analysis of the contractor. The information must be submitted seven(7)days prior 12 to the date of the opening of bids. For example,a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 3 l st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalifieation Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents(Corporate Charter,Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations,Certificate of Limited Partnership Agreement). ' 25 c. A completed Bidder Prequalifieation Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxpermit/and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects.The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalifieation Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 0045 11-2 BfDDERS PREQUALHICATIK)NS Page,2 of 3 1. (2) To be satisfactory,the firiancial statements must be audited or reviewed 2 by an independent,certified public accounting fi rm registered and in 3 good standing in any state.Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual,corporation,or limited liability cornpany. 9 (4) Financial Statements must be presented in U.S.dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognizz any certified public accountant as 12 independent who is not, in fact,independent. 1.3 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 1.5 accordance with auditing standards generally accepted in the United 16 States of America.This must be stated in the accounting firm's opinion. 17 It should:(1)express an unqwdified opinion,or(2)express a.qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement,must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter,in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts.Bidding capacity is determined by multiplying the 25 positive net working capital(working capital:::::::current assets—current 26 liabilities)by a factor of 10.Only those statements reflecting a positive 27 net working capital position will be considered,satilstactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared,the previous statement shall be updated with 31 proper verification. 32 b. Bidder Pre qualification Application. A Bidder 11requalification Application must be 33 subtnitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing,to rei'm,)rt,the notation of 37 "None"or"IVA"should be inserted. 38 (2) A inininitrin of five(5)references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the inairufacturer,model and general common description of 43 each piece of equipmeni. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3® Eligibility to Bid 47 a. The City shall be the sole judge as to a contract or's prequalification. 48 b. The City may reject,suspend,or Modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH TRV—Pail 4—Channel Segment B STANDARD CONSTRUCTION SPEC IFICA]K)N DOCUMENTS Water amid Sanitary Sewer Relocations RevisLd July 1,2011 City Project No.M969 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 I d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 4 j 6 7 8 END OF SECTION 9 CITY OF FORT WORTH TRV—Par!4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 00 45 12 PREQUALIFICATION STATEMENT Page a of 9 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s)listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Augur Boring-Greater than 24 SA. Louis Construction of Texas,Ltd. 4130/2015 inch diameter casing Tunneling-36Inches®60- S.1 Louis Construction of Texas,Ltd. 4/30/2015 inches, 350 LF or less Sewer Bypass Pumping,42- S.J. Louis Construction of Texas,Ltd. 4/30/2015 inches and larger Sewer Interceptors, Urban/Renewal,24-inches and SA. Louis Construction of Texas,Ltd. 4/30/2015 smaller The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listsd. BIDDER- SA. Louis Construction of Texas, Ltd. By. Les V.Whitman 520 South 6th Avenue (Si nature) L-111/ Mansfield,Texas 76063 Title: General Manager Date: A END OF SECTION MY OF FORT WORTH TRV-Part 4-Channel Segrnent 0 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water mid Sandwy Swmr Rokmations Revised January 20,2012 CRY Praied NO.00969 1910k FoRTWORTH SECTION 00 45 1 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Mark only one: Individual Limited Partnership Name under which you wish to qualify General Partnership Corporation Limited Liability Company Post Office Box City State Zip Code Street Address(required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. ........... _ - Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH,TEXAS 76102-6311 AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION" 004511r-2 BfDDER PREQ1)A LIFICATION APPIKATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may property classify your fi rm: (Check the block(s)which are applicable Block 3 is to be left blank if Block I and/or Block 2 is checked) Has fewer than 100 eniployees and/or ElHas less than 56,000,000.00 in annual gross receipts OR ElDoes not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your fine.as a small or large bUSiness is not a factor in deterniining eligibility to become prequalified. MAJOR WORK CATEGORIES Water Department Augur Boring-24-inch diameter casing and less Augur Boring-Cireater than 24-inch diameter casing and greater Tunneling_.-36-Inches 60--inches,and 350 LF or less funneling-36-Inches 60--inches,and greater than 350 LF Tunneling 66"and greater,350 LF and greater Tunneling 66"and greater,350 LF or Less Cathodic Protection Water Distribution,Development,8-inch diameter and smaller Water Disisibulion, Urban and Renewal, 8-inch diameter and smaller Water Distribution,Development, 12-inch diwneter and smaller Water Distribution,Urban and Renewal, 12-inch diameter and smaller, Water Transmission, Development,24-inches and smaller Water Transmission, Urban/Reiiewal,24-inches and smaller Water Transmission, Development,42-inches and smaller Water Transmission, l Jrban/Renewal,42-inches and smaller Water Transmission, Development,All Sizes Water Transmission, Urbarvitenewal,All Sizes Sewer Bypass Purnping, 18-inches and snialler Sewer Bypass Pumping, 18--inches—36-inches Sewer Bypass Pumping 42-inches and larger CCTV,8-inclies and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV,24-inches and smaller CCTV,42--inches and smaller CCTV,48-inches and smaller TRV Past 4—Channel segment B CITY OF FORT WORTH STANDARD CONSTRUC"M)N SPEVIFICATION 1K.)C1)MEKrS Water and Swift axy Sewer Relocations Revi.%A December 20,201112 City P—woject No.00969 0045 13-3 BIDDER PREQUALIFICATION APPLICATION r� Page 3 of 8 2 MAJOR CATEGORIES,CONTINUED Sewer CIPP, 12-inches and smaller Sewer CIPP,24-inches and smaller Sewer CIPP,42-inches and smaller Sewer CIPP,All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development,42-inches and smaller Sewer Interceptors, Urban/Renewal,42-inches and smaller Sewer Interceptors, Development,48-inches and smaller Sewer Interceptors, Urban/Renewal,48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning, 24-inches and smaller Sewer Cleaning,42-inches and smaller Sewer Cleaning,All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction(LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction(15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance(UNDER$1,000,000) Asphalt Paving Heavy Maintenance($1,000,000 and OVER) Concrete Paving Construction/Reconstruction(LESS THAN 15,000 square yards) Concrete Paving Construction/Reconstruction(15,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY OF FORT WORTH TR V—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,20112 City Project No.00969 00 45 134 BIDDER PREQ1�ALIFICA FION APPLK-ATION Page 4 of 8 1. List eqUipillient you do not own but which is available by renting ...........j�A—M DETAILED ADDR13-SS OF OWNER Uf- DESCRI N OF E(5j VKFF5Fr' K AWD .......... .......... .......................... ...................................................... .................. ............ ........ ................... ........................... ........ ........... ............. ............ ........... 2. How many years has your organizatiori been in business as a general contractor under your present nanle?—,",.. .- , �........... .................... .......... .............. List preVriows business munes:...................... ............. .................... .......................... ............�.......... ........................... ......................... 3. How many years of experience in................. ...........pk)mstruction work has your organization had: (a) As a General Conti-actor: (b)As a Sub-Contractor:_________ 40 *What projeeIrS has your organization cornpleted in Texas and elsewhere? ............... CI.,ASS LOCATION NA ME AND DETAILED CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER, ... .............................. ............... .......... ............. .......................................... .......................................... ................. .......................................................... ............................................................................................ ....................................... ............ .............................. -.1...........................................-.1 ..................................... ......................................... ...... ........I................................................... ................................... .......... ........... —----- .......... ...... *If requalifying only show work perforined since last statement. 5.14ave you ever failed to ca niplete any work awarded to you?..................... ........... Ifso,where andwhY?'--,,..... ....................................................................... .................. 6.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract?,, ................... If so,state the name of the individual,other organization and reason. ............... ....... ................ 7.1-las any officer or owner of your organization ever failed to cA)rtiplete a contract executed in his/her na mc�?- If so,state the name of the individual,name of owner and VCMS01L,............................-................................................................... ............ CITY OF FORT WORTH TRV—Part 4 Chmmel segment B STA KDARD CONSTRUCTION SPECUICATION IX)CUMEN I'S Water and Sanitary Semr Relocations ReA ember 20,20 92 City Project No.00969 0045 13-.5 EHDDER PREQUALIFICATION APPLICA'rION Page 5 of 8 8. In what other lines of business are you 1"Inancially interested?.................................................... ........................................................ ................ ............. 9. Have you ever performed any work for the City?...... .................................................... _.............. Ifso,when and to whom do you refer?..................... ............ 1.0. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. .................................................................................................................... ................... W(UN EOf-�'FIRM OR COMPANY DETAILED A DDRES�S ........................................................................................................... .......... .. ............................... ...................------- ................................I.-.......................... ................................ .I................................................................... ...............................................................................................................................----------- ........................................................................................................... .......................................................... ----------—--------- II. Give the names of any affiliates or relatives carrently debarred by the City. Indicate your relationship tothis person or firtri.................................. ............................................................................................................................................ .......................................................... ........ ................................... ............................................................................. ....................................... ......... ........................................ ......................... 12. What is the constniction experience of the principal individuals in your organization? ......................... . .................... PRESENI MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT' NAME OFFICE' I"I x I)I I,'R I I'N C E,., WORK CAPACITY ..................... ............................................. ........................ ............. --—-—------------ ................................. ............... ............. .................................... .................................... .......................................... ........................................ ......................... -------------- .......... I ..................................... .................................................. -------------------- 13. If any owner,officer,director,or stockholdier of your firm is an ernployee of the City,or shares the same household with a City employee,please list the name of the City employee and the relationship. In addition, list any City employee who is the SPOUse,child,or parent of an owner,officer,stockholder, or director who does not live in the same household but who receives care and assistance from that person as., a direct result of a doculuented inedical, condition.This includes foster children or those related by adoption or niarriage.... .................... ....... ................................... ............. ................... .................... --.................................. ............................................. crry OF FOR,r woitTti TRV- Part 4 Citannel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water mid Sanitary Sewer Relocadons Revised December 20,20112 City Project No.009()9 004513-6 BIDDER PREQUALIFICATtON APPIL]CATION Page 6 of 8 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Is partnership general,limited,or registered limited liability partnership? Vice Presidents File No.(if Limited Partnership) General Partners/Officers Secretary Limited Partners(if applicable) Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Individuals authorized to sign for Partnership Officers or Managers(with titles,if any) ........................... ............................. .............. Except for limited partners,the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised.Should you wish to grant signature authority for additional individuals,please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement,power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH TRV Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and sanitary Sewer Relocations Revised December 20,20812 City Project No.00969 004513-.7 MD DIES APPLU-.ATIOD4 page 7 of 8 14. Equipment TOTAL .. . ...... ...... BALANCE§_ff ffET ITEM QIJANTITY ITEM DESCRIPTION VALUE ........................................I...................................... ....................... ........................... ........... .................................................................................. 1. ____-.......... ....................... ............. 2 . ......... ....................... ................11. ............... ..................................... .................................................. ................... ................. ............................................................................... ...................................................................... 4 5 6 7 8 ......——--- 10 ................... ............................. .................................................................................... ........ ........................ ...........11....................................... ................... ........... ......... ........... ...................... m_- ... ...................-........... .... ...........___... ..................... .............. ..................... 15 16 17 —-—--- ...... ............... __............... ............................................... .......................... ........................................ ....................... ................... 18 21 22 ................................... ........................ ......... .......... ............... ................ ................ ............ ........... ................. ........... 26 ............. .............. .................................. ........... ............... .......... ........ ........ .............. .......... ............ 27 ............. ............... ............... ................................................ ......................... ............ ......... Various- .....................m_ ............... ................................................ ...... ....... ............. ......................_.............__...................... TOTAL Sirnflar types of equipment may be lumped together. If your firm has more than 30 types of equipirlent, you may show these 30 types and show the rertiainder as "various".The City,by allowing you to show only 30 types of equipinent,reserves the right to request a complete,detailed list ref all your equipment. The equipment,list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification, In the description include,the manuthourer, model,and general common description of each. CITY OF FORT WORTH TRV Pan4-..ChanndSegmentB STANDARD CONSTRUCTION SPECIFIC ATI(M DoCUMENTS Water and Sanimy Sevver Relocafions Revised December 20,20112 City Projaar No.00969 004513-8 BIDDER PREQ�A LIFICA'110N APPLICATION Pa.ge 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY017 The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named,as of the date herein first given;that this statement is for the express purpose of inducing the party to whom it is submitted to award the subrnitter a conduct; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information,while this statement is in force,necessary to verit� said statement. hefshe— .. """. ...... ........ .............. being duly Sworn, deposes and says that is the ---........... of ............... , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the lbregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. 1119N, Firm Name: Signature: ................................................................................................................................. Sworn to before me this day of.......... ..........................u.--.........__................ .......—............. Notary Public Notary Public must not be an officer,director,or stockholder or relative thereof. TRV—Part 4 Channel Segment b3 CITY OF FORTWOR TH STANDARD CONSTMKAJON SM-711°ICATION DOCUME11n'S Water md Sanituy Sewer Relocations Reva sdl December 20,20112 City Prqject No.00969 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I II 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.00969 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 S.J. Louis Construction of Texas,Ltd. By:_Adam Lunsford 13 Company (Please Print) 14 15 520 S. 6th Avenue Signature: 16 X-ddress 17 18 Mansfield,Texas 76063 Title: Vice President 19 City/Statc/Zip (Please Print) 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TA § 25 26 BEFORE ME,the undersigned authority,on this day personally appeared 27 Adam Lunsford 'known to me to be the person whose name is 28 s-uibscribed to the foregoing instrument,and acknowledged to me that he/she executed the same as 29 the act and deed of Vice President for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 9th day of 33 November 2015. 34 35 36 fk 37 ��dlic`in and for the State o Texas 38 39 END OF SECTION ELIZABETH ANN INGRAM Notary PLA)HC,Stale of Texas 40 My Commissiori Expires 6 May 10, 2017 1 CITY OF FORT WORTH TV—Part 4—Channel Seginent D STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No,00969 00 45 40-t MINORrrY AND WOMEN BUSINESS FNTFIRPRISE(X)AL IF %, 1 of I I SECTION 00 45 40 2 MINORITY BUSINESS ENTERPRISE GOAL 3 APPLICATION OF POLICY 4 If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal 5 may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE 6 subcontracting goal is not applicable. 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 10 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 11 regulations stated in the City's current Business I)ivct7sity Enterprise Ordinance apply to this bid. 12 13 MBE PROJECT GOAL 14 The City's MBE goal on this project is 15% of the total bid (Base bid applies to Parks and 15 Community Services). Dote; both MBE and S subcontracting goals are established for this 16 prqJject,then an Offeror must submit both a MBE Utilizatiou Form and a S Utilization Form to be 17 deemed responsive. 18 19 COMPLIANCE TO BID SPECIFICATIONS 20 On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are 21 required to comply with the intent of the City's Business Diversity Ordinance by one of the 22 following: 23 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or 24 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or 25 3. Good Faith Effort documentation,or; 26 4. Waiver documentation. 27 Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non- 28 responsive.Any questions,please contact the M/WBE Office at(817)392-6104. 29 30 SUBMITTAL OF RFQUIRED DOCUMENTATION 31 'Tbe applicable documents must be received by the Managitig Department, within the following 32 times allocated, in order for the entire bid to be considered responsive to the specifications. The r, :£. ' ,� fip I" ' ' - ` BA(v 4 V0- U40,413% 33 0"'IMi'll"ba Ulnenr4iun ink to the 'A 1, yee�iifthe,M vqf f II6111"W"" dthe'C"*0ive 1pc�,' 34 ev 35 tb riffle allocated. A.faxed py will not be/Acce0ted. 1. Subcontractor Utilization Form,if goaq is met received by 5:00 p.m., rive (5) City business—days after or exceede& the bid opening date,exclusive of theb )emng date. ..................................- ............................................................... .......................................... _ _Kq- 2. Grood Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after Utilization Form,if participation is less than the bid opening date,exclusive of the bid opening date. stated goal: .............................................................. . . . ................... 3. Good Faith Effort and Subcontractor received by 5:00 p.rn., rive (5) City bus�ness days after Utilization Form,if n the bid cr6t date,exclusive of the bid o c I ,date. ...................... .............. ........ ...................................................... 4. Prime Contractor Waiver Form,if firm will received by 5:00 p.m., five (5) City business days after perform all subcontracting/slIpplier work: 5. Joint,Venture Form,if uklizing a joint venture received by 5:00 p.m., five (5) City business days after to meet or exceed goat. the biA 11 _qEni p,date,exclusive of the bid )�enLrj�date. ................. ------ 36 END OF SECTION CrFY OF FORT WOR`rH T - Pan 4—CkianneI Segment B STANDARD CONSFRuCTION SPECIFICATION D()(',UMEN I'S Water and Sanitary Sewer Relocations Revised December 20,2012 Cky ProJect No.00969 q7 001241-1 Agicernient 'Y SEC:` RM-TAW o 4 NO-,. I f' I SECTION 00 52 43 2 AGREJ..�.',MFNT 3 THIS AGREEMIFiXt, authorized on Sept Lmber 29,_2015 is made by and between the City of Fort 4 Wofth, a Texas home rule municipality, acting by and through its duly authoirized City Manager, 5 ("City"), and S.J. Louis Construction of_TexasLTD , authorized to do business in 1'exas, acting by and 6 through its duly authorized representative,("('1 ontracft)C"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: 8 Article 1. WORK 9 Contractor shall complete all Work as specified or indicated in the Contract Documents forte Project 10 identified herein. I I Article 2.PROJECT 12 The project for which the Work under the Contract Documents may be the whole or only a part is 13 general[,),,described as 161lows: 14 Water andVanitarE Delver Nfaill Flision— Ceittral Qtr,,1'EgiCLLM4 15 the Trinity U jvo"w 'Vervice 16 GIE Project Niimber 0969 Sewer Pro i ct Number P266-541200— 709170096983 and Wata Pry Lject 17 Number P266—541200- 609170096983 18 19 Article 3. CONTRACTTIME 20 11 Time is of the essence. 21 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents 22 are of the essence to this Contract. 23 12 Final Accept aijice. 24 The Work will be complete for Final Acceptance within 280 Calend#X, days after the date when 25 the Contract Time commences to run as provided in Paragraph 2.03 of the Genera] Condifio'nS, 26 3.3 I.,iquidated damage.s, 27 Contractor recognizes that time is of the essence of this Agreement and that City will suffer 28 financial loss if the Work is not completed within the tirries specified in Paragraph 3.2 above, 29 plus any extension thereofal lowed in accordance with Afticle 12 of the General Conditions. The 30 Contractor also recognizes the delays, expense and difficulties involved in proving in a legal 31 preceding the actual loss suffered by the City if the Work is not completed on time. Accordingly, 32 instead of requiring any such proof", agrees that as liquidated damages for delay(but 33 not as a penalty), Contractor shall pay the City One Thousand Tivo Hundred and MW Dollars 34 taJ50.00 es after the time specified in Paragraph 3.2 for Final I for each day that expires 35 Acceptance until the City issues the Final Letter of Acceptance. OFFICIAL RECI)IM, C1'1'Y,'�!5ECRETAYt1r F'r, WoMT1,11 "I"I' .... ..... CITY OF FORT WOR'ni WATER AND SS MAIN RELOCATION FOR STANDARD CU,4STRUCTION SPHAVICATION 1"'UMEN I'S TRINITY RIVER VISION PAR'r 4 Revised June 4,2011 Project Numbei 0969 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 Documents 38 an amount in current funds TWO MILLION TWO HUNDRED T TV FIVE,-TIHOUSAND 39 FOUR HUNDRED AND NINE Q OLLARS AND FO TV CENTS ($2,225,409.40) . 40 Article 5.CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 A.The Contract Documents which comprise the entire agreement between City and Contractor 43 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 (projecl specific) 51 b. Current Prevailing Wage Rate Table 52 c. Insurance ACORD Forrn(s) 53 d. Payment Bond 54 e. Performance Bond 55 f. Maintenance Bond 56 g. Power of Attorney for the Bonds AW 57 h. Worker's Compensation Affidavit 58 1. MWBE Commitment Form 59 3. General Conditions. 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment or, if not 62 attached, as incorporated by reference and described in the Table of Contents of the 63 Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the Agreement 68 and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 74 CITY OF FORT WORT II WATI:R AND SS MAIN RELOCATION FOR STANDARD CONSTRUCTION SPR'IFICATION I)OCUMENTS TRINffY RIVER VISION PART 4 Revised.tune 4,201 1 Project Numbcr 0969 005243-3 Agreement Page 3 of 4 Idalk 75 Article 6. INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, 77 the city, its officers, servants and employees, from and against any and all claims arising out 78 of, or alleged to arise out of, the work and services to be performed by the contractor, its 79 officers, agents, employees, subcontractors, licenses or invitees under this contract. This 80 indemnification provision is specifically intended to operate and be effective even if it is 81 alleged or proven that all or some of the damages being sought were caused, in whole or in 82 part, by any act, omission or negligence of the city. This indemnity provision is intended to 83 include, without limitation, indemnity for costs, expenses and legal fees incurred by the city 84 in defending against such claims and causes of actions. 85 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the 87 city, its officers, servants and employees, from and against any and all loss, damage or 88 destruction of property of the city, arising out of, or alleged to arise out of, the work and 89 services to be performed by the contractor, its officers, agents, employees, subcontractors, 90 licensees or invitees under this contract. This indemnification provision is specifically 91 intended to operate and be effective even if it is alleged or proven that all or some of the 92 damages being sought were caused, in whole or in part, by any act, omission or negligence of 93 the city. 94 95 Article 7. MISCELLANEOUS 96 7.1 Terms. 97 Terms used in this Agreement which are defined in Article 1 of the General Conditions will have 98 the meanings indicated in the General Conditions. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the Contractor 101 without the advanced express written consent of the City. 102 7.3 Successors and Assigns. 103 City and Contractor each binds itself, its partners, successors, assigns and legal representatives to 104 the other party hereto, in respect to all covenants, agreements and obligations contained in the 105 Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining 109 provisions shall continue to be valid and binding upon CiTY and CONTRACTOR. 110 7.5 Governing Law and Venue. I I I This Agreement, including all of the Contract Documents is performable in the State of Texas. 112 Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District 113 of Texas, Fort Worth Division. CITY OF FORT WORTiI WA'ITR AND SS MAIN RELOCATION FOR STANDARD CONSfRUC`iiON SPI{CIFIC'AIION DOCUMF,NTS IRINITY RIVI?R VISION PART 4 Revised.Tune 4.201 1 Project Numbcr 0969 005243-4 Agreernem 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 made a part 117 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 authorized 120 signatory of the Contractor. 121 122 IN WITNESS F,City and Contractor have executed this Agreement in multiple counterparts. 123 Ic 124 This Agreement is effective as of the last date signed by the Parties _.__" ' ____ _ 125 Contractor: City of F Worth S.J. Louis Const �ctio of Texas ,[,std. __ � '�' __.. Jesus,], C ha/) ryykd'br9CPgyy,' By: / 1111A1af1 -- Assistant City a � «, ( ignature) .. Date ', .,.,...._._ Les V. Whitman " Attest; (Printed Name) - Mary J. Kays MdA 000 ' City Secretary' (Seal) Title: General M anager Address: 520 South 6th Avenue C .. 5-0 Z— Date:_._._. ' 4 7S _. City/State/Zip: asiel , T 76063 Ap rov as to Form and Legality: October 16 2015 P ' Date DouglasµW. Black Assistant City Attorney 126 127 128 APPROVAL RECOMMENDED: 129 • 130 ' 131 � 132 Andrew T. Cronberg, RE', 133 ASST. DIRECTOR, 134 mater" ep.,r•tn ent 135 t PV, ,i/ 'J„ ;, CITY OF FORT WORTH WATER AND SS MAIN RELOCATION FOR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS TRINITY RIVER VISION PART 4 Revised June 4,2011 Project Number 0969 00 61 13-I PERFORMANCE BOND Page I of 2 SECTION 00 6113 Bcmd 1N(). 19(X)34-I21 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OFT NT § 7 THAT WE,S.J. LQUIS CONSTRUCTION OF TEXAS LTD.,KNOWN AS 8 "PRINCIPAL"HEREIN AND lwn�Niun�j.�L-_,,L�12 L, ,n,_v _LL ,A CORPORATE 9 SURETY(SURETIES, IF MORE THAN ONE)DULY AUTHORIZED TO DO BUSINESS IN 10 THE STATE OF TEXAS,KNOWN AS 1,su Rt-.Ty"HEREIN (WHETHER ONE OR MORE), 11 ARE HELD AND FIRMLY BOUND UNTOT E CITY OF FORT WORTH,A MUNICIPAL 12 CORPORATION CREATED PURSUANT TOT LAWS OF TEXAS,KNOWN AS"C11-y" 13 HEREIN, IN THE PENAL SUM OF,TWO MILLION TWO.HUNDRED TWENTY FIVE 14 THOUSAND FOUR HUNDRED AND NINE DOLLARS AND FORTY CENTS 15 ($2,225,409.491—. 16 , lawful money of the United States,to be paid in Fort Worth,Tarrant County,Texas for the 17 payment of which sum well and truly to be made,we in ourselves,our heirs,executors, 18 administrators, successors and assigns, ointly and severally,firmly by these present or 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded the 20 September 29,2015,which Contract is hereby referred to and made a part hereof for all purposes 21 as if fully set forth herein,to furnish all materials,equipment labor and other accessories defined 22 by law, in the prosecution of the Work, including any Change Orders,as provided for in said 23 Contract designated as Water and.Tani1art,,Ve)VerMain Relocations Lor the Trinify River Vision 24 —Central City Proiect and the Trinity Uptown Service Area—&klge and Cliannel Relocations 25 Part 4 Citv Proiect Nutither 0969 Sewer fro iect Nuniber P266-541200— 709170096983 and 26 Water ProLect Number P266—541200- 609-170096983. 27 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 28 shall Iaitlifully perform it obligations under the Conti-act and shall in all respects duly and 29 faithfully perform the Work, including Change Orders,under the Contract,according to the plans, 30 specifications,and contract documents therein referred to,and as well during any period of 31 extension of the Contract that may be granted on the part of the City,then this obligation shall be 32 and become null and void, otherwise to remain in full force and effect. ...................... ............................... ' (',)FFqC1A1 REC ORD SECRETAft .......... A V ........... CITY OF FORT WORTH WATER AND SS MAIN RELOCATION'S FOR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS TRINITY RIVER VISION Part 4 Revised July 1,201 1 City Project No.0969 0061 132 PERFORMANCE BOND Page 2 of 2 1 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 2 Tarrant County,Texas or the United States District Court for the Northern District of'Texas,Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Goverriment Code,as arnended,and all liabilities on this and shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and officers on this the October 13,2015 9 PRINCIPAL: 10 12 13 BY: 14 Signature 15 17 ATf'E S.P...T.: 16 1 Pr n c I '.... .. c r eta ry .P".hjl..i v..s......Vallakalil es......... Whitipari General Name and Title 19 20 Address: 520 South 6trh Avenue FX 63 21 nsfield 22 23 Adam 1...unsft,)rd 24 ele*�s alioh;�Li'fl 25 SURETY: 26 mual Insurance C ......................... 27 28 29 30 ignature 31 32 Jol F"Taner,Aum jmy-in-1 33 W�imnd_-Title ................. 34 hI 35 Address, 450 lllymowk Road,Suite 4W 36 1 Ill nvaaataafA meewj ,�9�6224M4,v,,- 37 ....................... 38 80() -6079 ':�q 10 W 39 as to Surety Telephone Numbero 40 Rachel Thomas 41 42 43 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract ............................... 44 from the by-laws showing that this person has authority to sign such obligation, If 45 Surety's physical address is different from its mailing address, of must be provided. 46 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH WATER AND SS MAIN RELOCATIONS FOR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS TRINITY RIVER VISION Part 4 Revised July 1,2011 City Project No.0969 0061 14-1 PAYMENT BOND Page I of 2 SECTION 00 61 14 Bond Nc% 190034121 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TA NT § 7 That we, S.J. Louis Construction of Texas, LTD. known as "Principal" herein, and 8 Uxny Mutual Insurace CoM pany ....... n a corporate surety 9 (sureties), duly authorized to do business in the258- State of Texas, known as "Surety" herein 10 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 12 penal sum of TWO MfLLION TWO HUNDRED TWENTY FIVE THOUSAND FOUR 13 HUNDRED AND NINE DOLLARS AND FORTY CENTS S2 225 409.40 , lawful money of 14 the United States,to be paid in Fort Worth,Tarrant County,Texas, for the payment of which sum 15 well and truly be made, we bind ourselves, our heirs, executors, administrators, successors and 16 assigns,jointly and severallly,firmly by these presents, 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 29 da 18 of September,2015, which Contract is hereby referred to and made a part hereof for all purposes 19 as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as 20 defined by law, in the prosecution of the or as Provided for in said Contract and designated as 21 Water and SanitarE Sep➢er In Relocations for the Trinit River Vision —Central Qq Pr '0J ec I t 22 aril the Trinitv Uptomitt Service Area —BEL& and Chaitnel Relocations Part 4 Cit Pro*eLct 23 Number 0969 Sewer Prgiect Number P266-541200 ® 709170096983 and Water ProLec 24 Number P266®541200-609170096983 25 NOW,THEREFORE,THE CONDITION OFT I OBLIGATION is such that if 26 Principal shall pay all i-nonies owing to any(and all)payment bond beneficiary(as defined in 27 Chapter 2253 of the Texas Government Code,as amended)in the prosecution of the or under 28 the Contract,then this obligation shall be and become null and void;otherwise to remain in full 29 force and effect. 30 This and is made and executed in compliance with the provisions of Chapter 2253 of the 31 Texas Government Code, as attended, and all liabilities on this bond shall be determined in 32 accordance with the provisions of said statute. OFFIQ�,A,L JRI�40RD, 33 ,r,XWATR AND SS MAIN RELOCATION FOR CITY OF FORT WORTH WOR" "f I STANDARD CONSTR UC`I'ION SPECIFICATION DOCUMENTS ... .......... TRINITY RIVER VISION Part 4 Revised July 0,2011 City Project No.0969 0061 14-2 PAYMENT BOND Page 2 of 2 1 IN WITNESS WHEREOF,the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the October 13,2015 3 PRINCIPAL ATTEST: BY: Signature PhililLs Vall4k _ alil Les V. Whitmap,_Q gq M a (Principal) Secretary Name and Title _ ._ eral m er Address: 520 South 6th Avenue WaSfield TX 76063 Vi�es a to Adam Lunsford ............ rincipal SURETY: Liberty Mutual Insurance CAM11piny ........................ ........................ ................... ATTEST: B S S' luri e See anached Power-of Ai torney John ETaumer,Atiorney-in Fact ................... (Surety) Secretary Name and Title Address: 4SO Plymicnxth Rcmd,Suite 400 p oath mectin 9462-8284 Witness as to Surety Rachel Thomas Telephone' umber., 800,86,2-6079 4 5 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 6 bylaws showing that this person has authority to sign such obligation. If Surety's physical 7 address is different from its mailing address, both must be provided. 8 9 The date of the bond shalt not be prior to the date the Contract is awarded. 10 END OF SECTION OFFICIAL MOROI C11 Y SECREIMRY F I WORT-1 1� ,Ill X, .............-""............. CITY OF FORT WORT14 WATER AND SS MAIN RELOCATION FOR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS TRINITY RIVER VISION Part 4 Revised July 1,2011 City Project No.0969 LIMITED PARTNERSHIP ACKNOWLEDGME NIT State of 'rEXA S S& County of .-,._j'ARRAN'T On this...................... l.6tla day of— October 2015,before me personally appeared ............. ................ Les V n ........................................................ ....... ............. me ® who being by me duly swom,that he/she is the .-.---Of the S.J,. Louis Construction of Te_xas,Ltd. the Limited Partnership described in and which executed the foregoing instnu-nent,and that he/she signed his/her name thereto by order of the Board of Governors of said Limited Partnership. ��IIJZABET�4 M'IP4, ty T Notary Pu '�c b1c Ta:r'��11� � - -- ftCo�un �' rJ iAu III i II 2 0i My commission expires—n!—10, 2017 ACKNOWLEDGMENT OF CORPORATE SURETY State of MINNESOTA S& County of HENNEPIN On this day of October 2015,before me appeared John E.Tauer to me personally ............................................... known,who being by me duly sworn, did say that(s)he is the Afforney-in-Fact of LibLLty Mqt �ual lnsiLraj ace Comp an a corporation that the seal affixed to the foregoing instrument is the corporate seal of said corporation and that said instrument was executed in behalf of said corporation by audiority of its Board of Directors;and that said John E.Tager acknowtedged said instrument to be ............ the free act and deed of said corporation. X"WV RACHEL I I 10MAS ..................... ....... Public RAM��,--County,_ MN f'N W)PRY R JBI IC,,MNNE'r,rj Notary Coinmiss�on Exp�Ivs AP My commissionexpires 01/301/2020_IT Janua�y 31,2020 .................................................... W%AAA,A&AAWVWV~AAAAAA%AMA&AMrV X ", RECORD CP I Y E C R ET"A i,R Y THIS POWER the NOT PRINTED BACKGROUND.Power of Attorney limits acts of thosname herein, have no authontY tobinnd the Company except in the ma nner and to the extent herein stated. LL C,eYttfl to N�. Gffi�'Y4a�ro7 American Fire and Casualty Company Liberty Mutual Insurance Company -_�. The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire&Casualty Company and The Ohio Casualty Insurance Compainy are corporations duly organized under the lans of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duty organized under the lam of the State of Massadrusefts,and West American Insurance Company is a corporation duly organized under the lam of the State of Indiana(herein collectively called the'Companies'),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Brian J.Ciestreich;Craig R�.R.Dougherty°Donald R.Olson;Emily Keiser;Jack Gedarleat it.;Jerome T.Cfuimet.John E Tauer; Joshua R.Loftis;Kurt C.Lundblad;Lin LJlven;Linda K.French,Melinda C.Blortciett;iVicole Still{nqs,R C.Bowman, R.Scott Egginton;R.W.Frank„ Rachel Thomas;Sandra M.Daze;Ted Jorgensen - alf of the city of inneaisolis ,state of N _ __each individually if there be more than one named,Us true and lawful attorney-in-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surely obligations,in pursuance ofthese presents and shall be as binding upon the Companies as if they have been duty signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this sow day of 1 ,, X015 ��a.c.>c',n,t�a „�•„�l�ard��„ �at,r�dsart ��uara�rcay,1 American Fire and Casualty Company Y t3 Tfe Ohio Casualty Insurance C Ompany R/i <, Liberty Mutual Insurance Company m 1 1 c 190 cz a b 1 t 12 1 091 st merican Insurance Company N srg, .tMa";,M�� w �a�au� M �s J`"*�".?c*,ar"•• �. ,a,L.niryr;a�•` � F" ter° Q Y �* STATE OF PENNSYLVANIA ss D id .Ca (AAssistant Secretary r- COUNTY OF NTGOfuIER :5 M Y C Im On flits Sth, d of "Y_ _ L015 before per nally pe D id . Carey, o kno ged hi the t Secretary of A Fire d 0 C w Casualty Company,Li al Insurance Company, Ohio Casualty Insurance Company,and West American Insurance Company, that ,as being authorized to do, y, M execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. ra_' IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting,Pennsylvania,on the day and year first above written. O a EO PA w oorw coNVUeAt Ttt r PENNSYLVANIA <(M s _.__. oamuv e Notarial Sear Teresa Pasteri¢a,Notary Public y; M OF Plyrnouth'Tawo,Mon1donwery County By Commission Expires march 2a,201'7 laae�e Paste6la„I�otaa y p Lrteiac d C e�.. ..__.,..._____...._......._ _............_....._..........�.........._..__........... 3 � m® .°y„ °��° J member,Pennsylvania Association or Notaries Q 02 wrrr a M C m This P ofAtto y is a and exec pursuant to and by authority of the By-laws and Authorizations ofA rican Fire d Casualty Company,The Ohio Casualty Insurance .00 Qy` Company,Liberty Mutual Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading follo : Z o JIM ARTICLE IV-OFFICERS-Section 12,Power of Atto y.Any officer or other official of the Corporation authorized for that purpose in t{rg ' by the Chairman or the President,and subject A r- to such limiltdon as the Chairman or the President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,exec I, .4'4) t 45 A S acknowledge and deliver as surety any and all undertakings„bonds,recognizances and other surety obligations. Such attorneys4i-fact,subject to the limitations set forth in their respective a E ®y of y,shall full to bind the Corporation by their signature execution of any h instruments a Mach h seal of the Corporation, n so "� 1. executed,such instruments shall as binding as`If signed by ft President and attested to by the Sectistary.Any power or authority granted to any representative or meyAn under > ,® � the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers grantil°rg such power or authority. M r ARTICLE X111-Execution of Contracts-SECTION 5.Surety Bonds and Undertakings,Any officer of the Company authorized for that purpose in writing by the chairman or the president, E > 0 and su ' .to s limitations as the chairman or president may prescribe,shall appoint such attomeys-In-fact,as may be necessary to act in behalf'of the Company to make,execute, C A seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their Z respective powers of aftorney,shall have full power to bind the Company by their signature and execution of any such Instruments and to attach thereto the seal of the Company. When so 00 exec h instruments shall be as binding as if signed by the president and attested by the secretary. o Certificate of Designation-The President of the Company,acting pursuant to the Bytom of the Company,authorizes David M.C y, attorneys-in- fact A nt Secretary appoint as to on half of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bards,recognizances and other surety obfigatiorls, Authorization-By unanimous nt of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced nature of any assistant secretary ofthe Company,wherever appearing upon a cerfified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. 1,Gregory W.Davenport,the undersigned,Assistant Secretary,of American Fire and Casualty Company,The Ohio Casuality,Insurance Cornpany,Liberty Mutual Insurance Company,and Wast American insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and coned copy of the Power of Attorney executed by said Companies,is in full force and has t been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this.13.�.L,-.day of October • C�u1l� r 991 By ._. OFM�„rll�AL fF4 QC)RD Gregory W.Davenport,AAssistant:Secretary Uff n. xC R ., g 1N9 t fflcoa r I f'1 ........ , .. ," 687 of 1000 LMS,12a7'3_,t3.2013 0101* m Mufti T s :T Important Notice TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT: You may write to Liberty Mutual Surety at: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: htjp-//www,tdi.state,tx.us E-mail: C otisLirriorProtection a- toi.�t Le.,t .us Premium or Claim Disputes Should you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Attach This Notice To Your Policy: This notice is for information only and does not become a part or condition of the attached document. LMIC-3500 Page 1 of 2 Rev.7.1.07 NOTIFICACION IMPORTANTE PARA OBTENER INFORMACION O REALIZAR UNA QUEJA: Usted puede escribir la notificacion y dirigirla a Liberty Mutual Surety en la siguiente direccion: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 Usted puede contactar al Departamento de Seguros de Texas para obtener informacion acerca de las compahias, coberturas, derechos o quejas: 1-800-252-3439 Usted puede escribir al Departamento de Seguros de Texas a la siguiente direccion: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http�l/w�nrvu.lcii. tttx. a; E-mail: Cca�i i,Pr t ction ci tdi. tatc.tx.cI Disputas acerca de primas o reclamos En caso de que usted quiera elevar una disputa concerniente al tema de primas, por favor contacte en primer lugar a su agente. Si el tema de la disputa es relativo a un reclamo, por favor contacte a la compania de seguros en primer termino. Si usted considera que la disputa no es apropiadamente resuelta en estas instancias, entonces usted puede contactar al Departamento de Seguros de Texas.. Adjunte esta notificacion a su poliza: Esta notificacion es a los solos fines de su informacion y la misma no forma parte o condiciona de manera alguna el documento adjunto. LMIC-3500 Page 2 of 2 Rev.7.1.07 0061 19-1 MAINTENANCE BOND Page I of 3 Bond No. 190034121 SECTION 00 6119 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 CO]UNTY OF TARRANT § 7 THAT WE,S.J.LOUIS CONSTRUCTION OF TEXAS.LTD. ,KNOWN AS 8 "PRINCIPAL"HEREIN AND I ikerty Mllftlal 111'All,'MCe,C011111any ,A CORPORATE 9 SURETY(SURETIES, IF MORE THAN ONE)DULY AUTHORIZED TO DO BUSINESS IN 10 THE STATE OF TEXAS,KNOWN AS"SURETY"HEREIN(WHETHER.ONE OR MORE), 11 ARE HELD AND FIRMLY BOUND UNTO THE CITY OF FORT WORTH,A MUNICIPAL 12 CORPORATION CREATED PURSUANT TOT E LAWS OF THE STATE OF TEXAS, 13 KNOWN AS"CITY"HEREIN, IN THE SUM OF TWO MILLION TWO MJNDRED 14 TWENTY FIVE THOUSAND FOUR HUNDRED AND NINE DOLLARS AND FORTY 15 CENTS($2,225,409.40) . 16 ,lawful money of the United States,to be paid in Fort Worth,Tarrant County,Texas, for 17 payment of which sum well and truly be made unto the City and its successors,we bind 18 ourselves,our heirs,executors,administrators, successors and assigns,jointly and severally, 19 firmly by these presents. 20 WHEREAS,the Principal has entered into a certain written contract with the City awarded 21 the 29 dal of September,2015 which Contract is hereby referred to and a made part hereof for 22 all purposes as if fully set forth herein,to furnish all materials,equipment labor and other 23 accessories as defined by law, in the prosecution of the Work, including any or resulting from 24 a duly authorized Change Order(collectively herein,the"Work")as provided for in said contract 25 and designated as Water and Sanitary Sewer Main Relocations for the Trinity River Vision— 26 Central City Project and the Trinity Uptown Service Area—Bridge and Channel 27 Relocations Part 4 Citv Project Number 0969 Sewer Project Number P266-541200— 28 709170096983 and Water Project Number P266—541200-609170096983 29 30 WHE REAS,Principal binds itself to use such materials and to so construct the Work in 31 accordance with the plans,specifications and Contract Documents that the Work is and will 32 remain free from defects in materials or workmanship for and during the period of two(2)years 33 after the date of Final Acceptance of the Work by the City("Maintenance Period");and 34 35 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 36 upon receiving notice from the City of the need therefor at any time within the Maintenance —11-11-111--l—,'"",.............................. ............ 37 Period. CITY OF FORT WORTH A, C L "L"' ORD ATER AND SS MAIN RELOCATIONS FOR ...... TRINITY RIVER VISION Part 4 S'I'ANDAJZDCONSI'RUCTIONSPECIFICA°rIONDOCt.3m��NT�l,,, Revised July 1,2011 1 City Project No.0969 ....................1.................... ........... 0061 19-2 MAINTENANCE BOND Page 2 of 3 1 2 NOW THEREFORE,the condition of this obligation is such that if Principal shall 3 remedy any defective Work, for which timely notice was provided by City,to a completion 4 satisfactory to the City,then this obligation shall become null and void;otherwise to remain in 5 full force and effect. 6 7 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely 8 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 9 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 10 the Surety under this Maintenance bond; and 11 12 PROVIDED FURTHER,that if any legal action be filed on this Bond, venue shall lie in 13 Tarrant County,Texas or the United States District Court for the Northern District of Texas, Fort 14 Worth Division; and 15 16 PROVIDED FURTHER,that this obligation shall be continuous in nature and 17 successive recoveries may be had hereon for successive breaches. 18 19 20 CITY OF FORT WORTH WATER AND SS MAIN RELOCATIONS FOR STANDARD CONSTRUCTION SP'ECiFICA711ON DOCUP✓IENTS TRINITY RIVER VISION Part 4 Revised July 1,2011 City Project No.0969 0061 19-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF,the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 0,,,)b,r 13,2015 3 4 PRINCIPAL: 5 1—J,.1L)—ui%-Co—n5,!.wotk)—n—o—f Jfte—xa&�td 6 7 8 BY: 9 Sig Alture 10 ATTES 11 12 Phili s VdIakalil Les VWhitman, General Matiager 13 (Princi a ecretary Name and Title 14 15 Address: 16 17 18 Adam Lunsford 19 V1tnesskto` incipa 1 20 SURETY: 21 22 23 24 B 25 ignature 26 27 4 'rauer,AQorney-in-p"Acr 28 ATTEST: Name and Title 29 30 See attached Power-ol-Attorney Address: 450 Plymouth Road,Suite 4W ..........—----------- 31 (S Plymouth Meeting, PA 19462-8284 32 33 34 Witness as to Surety 'Telephone Number: 800 862-6079 ........................ 35 Raquel Thornas 36 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 37 from the by-laws showing that this person has authority to sign such obligation. If 38 Surety's physical address is different from its mailing address, both must be provided. 39 The date of the bond shall not be prior to the date the Contract is arwarded. 40 OFFICIAL RECORD 5iE`,CREU1RY FT, CITY OF FORT WORTH WATER AND SS MAIN RELOCATIONS FOR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS TRINITY RIVER VISION Part 4 Revised July 1,2011 City Project No.0969 LIMITED PARTNERSHIP ACKNOWLEDGMENT State of TEXAS ............... S& County of TARRANT On this 16th day of 0'c't'ober 2015,before me personally appeared Les V.Whitman —to me known who being by me duly sworn,that he/she is the General M er —of the S.J. Louis Construction of Texas Ltd. the Limited Partnership described in and which executed the foregoing instrument and that he/she signed his/her name thereto by order of the Board of Governors of said Limited Partnership. Notary Public' Tarrant Counry,----1(—!iaS E I,(t i 10 My commission expires 2017 a 2r.1,17 ACKNOWLEDGMENT OF CORPORATE SURETY State of MMNESOTA ss. County of HENNEPIN I On this—I 3h,,.—.day of October 2015,before me appeared John E.Tatter to me personally known,who being by me duly sworn, did say that(s)he is the Attomey-in-Fact of Lie ny Mutual Insurance CoMLany a corporation,that the seal affixed to the foregoing instrument is the corporate seal of said corporation and that said instrument was executed in behalf of said corporation by authority of its Board of Directors;and that said John E.Tager acknowledged said instrument to be the free act and deed of said corporation. Notary Public_Ramsey County,124_ -K)MAS "A 'ARY R My commission expires 01/30/2020 AN-C-MI NNE�X)"Al �mnv ssj on F Nly Co January 31, 2020 w%&AAAAA.V�A.WA&A^AAAAA�"'i,AAAlv%AwNIVwW s /006 "s, a Liberty , : . . Sr.�RET Important Notice TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT: You may write to Liberty Mutual Surety at: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 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: (51 2) 475-1771 Web: httta:// %! .tdi.; tat .tx,u E-mail: Cons LjrnerProtection __ _ w w&) ci.�Mw_aCe.tx.r _._.. . Premium or Claim Disputes Should you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Attach This Notice To Your Policy: This notice is for information only and does not become a part or condition of the attached document. LMIC-3500 Page 1 of 2 Rev.7.1.07 NOTIFICACION IMPORTANTE PARA OBTENER INFORMACION O REALIZAR UNA QUEJA: Usted puede escribir la notificacion y dirigirla a Liberty Mutual Surety en la siguiente direccion: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 Usted puede contactar al Departamento de Seguros de Texas para obtener informacion acerca de las companias, coberturas, derechos o quejas: 1-800-252-3439 Usted puede escribir al Departamento de Seguros de Texas a la siguiente direccion: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: htk //www.tdii state tx u E-mail: Corisurn rProtec Lion cr)tdi.stote.tx.us Disputas acerca de primas o reclamos En caso de que usted quiera elevar una disputa concerniente al tema de primas, por favor contacte en primer lugar a su agente. Si el tema de la disputa es relativo a un reclamo, por favor contacte a la compania de seguros en primer termino. Si usted considera que la disputa no es apropiadamente resuelta en estas instancias, entonces usted puede contactar al Departamento de Seguros de Texas.. Adjunte esta notificacion a su poliza: Esta notificacion es a los solos fines de su informacion y la misma no forma parte o condiciona de manera alguna el documento adjunto. LMIC-3500 Page 2 of 2 Rev.7.1.07 ............ THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate ll American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That Arnericant Fire&Casualty Company and The Ohio Casualty Insurance Company are corporations duty organized under ther laws of the State of New Hampshire,Out Libeity Mutual Insurance Company is a corporation duty organized under the laws of the State of Massachusetts,and Mat American Insurance Company is a corporation duly organized under the lavils of the State of Indiana(herein collectively called the'Compal pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Brian J.Crestraich;Craig Remick,�DR Dougherty; Donald R.Olson;Emil yt Kaiser:Jack Cedarleaf H.LJercinne T.Quirriett;John E.Tauer, Jack Joshua R.Loffis;Kurt C.Lundblad;Lin Ulven;Linda K. French;Melinda C.Bllod.ett,Nicole Stilli C.Bowman; R.Scott Egeyinton;R.Vd.Frank; Rachel Thomas;Sandra M.Doze;Ted Jorgensen all of the city of Minneapolis slate of_MN _each individually if there be man-than one named,its true and lawful alto 4fil-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as Is act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they hove been duty signed by the president and attested by the secretary of the Companies in it own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed theft thilis--2—i day of American Fire and Casualty Company 0101%1(W The Ohio Casualty Insurance Company to Liberty Mutual Insurance Company 4) t919 19191 9 West merican Insurance Company D I 4,;Assistant By: 7Z W ev� .Caro ,t,ant Secretary STATE OF PENNSYLVANIA ss COUNTY OF MONTGOMERY 0 On this_�th_day of before me petsionally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of American Fire and U is Casualty Company,Liberty Mutual In suraince Company,The Ohio Casualty Insurance Company,and West American Insurance Company,and that he,as such,being authorized so to do, 0 W 02 execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a dully authorized officer. a > lN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting,Pennsylvania,on the day and year first above written. 0 CL COMMONWEALTH OF PENNSYLVANIA 0 C-7 nrq. v Notarial Seal � 7 Teresa Pairtella,Notary Pull By: 0 or Plymouth rwp,,Montgomery County Teresa Pasteffe,Notary Public My commission Expires Mardi 28,2017 ............................................ 0 Membsr,Pennsylvania Association of Notaries C"E 0 40 CL re c This Power of Attorney is made and executed pursuant to and by authority of the following By-kws and Authorizations of American Fire and Casualty Company,The Ohio Casualty Insurance .00 :E0 Company,Lib"Mutual Insurance Company,and West American Insurance Company which resolutions are now in full force and effed reading as follows: 0 m IM 4) ARTICLE IV-OFFICERS-Section 12.Power of Attorney,Any officer or other official of the Corporation authorized for that purpose in writing by the Chairmanorthe President,and subject 0 r- 0)6. 0 to such limitation as the Chairman or thel President may prescribe,shall appoint such aftomeys4n-fad,as may be necessary to act in behalf of the Corporation to make,execute,seal >, t'00 , OS acknoWedge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective ;a E it powers of attorney,shall have full power to bind the Corporation by it signature and execution of any such instruments and to aftach thereto the seal of the Corporation. When so '!-i as executelti,such instruments shag be as binding as if signed by the President and attested to by the Secretary,Any power or authority granted to any representative or attomey4n-fact under > the previsions of this article may be revoked at any firre by the Board,the Chairman,the President or by the officer or officers granting such power or authority. 1* C > C; C4 1% ARTICLE All-Execution of ContactsSECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in writing by the chairman or the president, E 0? > 12 and subject to such limitations as the chairman or the president may prescribe,shall appoint such aftomeys-in-fact,as may be necessary to act in behalf of Company to make,execute, C'4 1� C9 o `6' seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their 0? Z U respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments mid to aft ach thereto the seal of the Company. When so 00 0 V- executed such instirumients shall be as binding as if signed by the president and attested by the secretary. 0 Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such aftorneys4n- fact as may be necessary to act on behalf of the ConVany to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,mcDgnizances and other surety obligations. Authorization-By unanimous consent of the Companys Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary ofthe Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. 1.Gregory W.Davenport,the undersigned,Assistant Secretary,of American Fire and Casualty Company,The Ohio Casualty Insurance Coo y,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and contact copy of the Power of A executed by said Companies,is in full force and effect and has not been revoked. I I th day of. October IN TESTIMONY YMEREOF,I have hereunto set my hand and affixed the seals of said Companies this 20L- zz r, Z By < 1 0 1919 12 rrru tea t Greqnry Wn Davenport,Assistant Sera eta ry OF MCIAL 11,12f," WORTIrf, rx ...... of 1000 I.MS_12a73 122013 DATE(MMIDDfYYYY) CERTIFICATE OF LIABILITY INSURANCE 106292015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES s 0 BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN' THE ISSUING INSURER(S), AUTHORIZED w REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. 4 IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed.If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the a certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Qt Aon Risk Services Southwest, Inc. NAME: D Dallas TX Office (PHONE o.Ext): (866) 283-7122 FAX No.): (800) 363-0105 Ci tyPl ace Center East E-MAIL O 2711 North Haskell Avenue ADDRESS: _ Suite 800 Dallas TX 75204 USA INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURERA: XL Specialty Insurance CO 37885 S.I. Louis Construction of Texas, Ltd INSURER B: Zurich American Ins Co 1653S 520 S. 6th Ave. INSURER C: Mansfield TX 76063 USA INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:570059954060 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested INSR ADDI SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INS13 WVD POLICY NUMBER MMIDDIYYYY MM87DIYYYY LIMITS B X COMMERCIAL GENERAL LIABILITY GLo647837602 11/01/2015 11 Ol 2016 EACH OCCURRENCE $2,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED $1,000,000 PREMISES(Ea occurrence) • Contractual Liability Included MED EXP(Any one person) $10,000 • XCU Coverage Included PERSONAL&ADV INJURY $1,000,000 o GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $4,000,000 ,A POLICY ❑X PRO- F�LOC PRODUCTS-COMP/OP AGG $4,000,000 OTHER: I S n B AUTOMOBILE LIABILITY BAP 6478374-02 11/01/2015 11/01/2016 COMBINED SINGLE LIMIT 'O $2,000 000 We accident , X ANY AUTO BODILY INJURY(Per person) Z ALL OWNED SCHEDULED BODILY INJURY(Per accident) N AUTOS AUTOS B HIREDAUTOS NON-OWNED PROPERTY DAMAGE O AUTOS Per accident A UMBRELLA LIAR X I OCCUR US00066034LI15A 11/01/2015 11/01/2016 EACH OCCURRENCE $2,000,005 SIR applies per policy ter ms & COndi ti ODS AGGREGATE $2,000,000 X EXCESS LIAB CLAIMS-MADE DIED I X I RETENTION B EMPLOYERSOLIABNISTM ON AND YIN ADS PER 11/01/2015 11/01/2016 X STATUTE ER ANY PROPRIETOR 1 PARTNER 1 EXECUTIVE E.L.EACH ACCIDENT $100,000 B OFFICERIMEMBEREXCLUDED? N NIA WC008239601 11/01/2015 11/01/2016 (Mandatory in NH) WI Only E.L.DISEASE-EA EMPLOYEE $100,000 If yes,describe unde DESCRIPTION O r OF below EL DISEASE-POLICY LIMIT $S00,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more apace is required) RE: City Project Number 0969. SIL# 21511 The City of Forth Worth, Kimley-Horn and Associates, Inc., Tarrant Regional Water District and their respective officers, directors, agents and employees are included as Additional Insured in accordance with the policy provisions of the General Liability and Auto Liability policies. A Waiver of Subrogation is granted in favor of The City of Forth Worth, Kimley-Horn and Associates, Inc., Tarrant Regional Water District and their respective officers, directors, agents and employees in accordance with the policy provisions of the General Liability, Auto Liability and Workers Compensation policies. General Liability evidenced herein is Primary to other insurance available to an Additional Insured, but only in accordance with the policy's CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE -• ,,,,.,,, EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE T POLICY PROVISIONS. City Of Fort Worth l ,i t I 11/A l AUTHORIZED REPRESENTATIVE Purchasing Divisionf 1000 Throckmorton S Fort Worth TX 76102'UW,a Orel 8 1,I;t 'fix l ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: 570000066479 LOC#: ACORLf® _ _ `-- ADDITIONAL REMARKS SCHEDULE page of AGENCY NAMED INSURED Aon Risk services southwest, Inc. S.J. Louis Construction of Texas, Ltd POLICY NUMBER See Certificate Number: 570059954060 CARRIER NAIC CODE See Certificate Number: 570059954060 EffECTWE DAM ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: ACORD 25 FORM TITLE: Certificate of Liability Insurance Addticnal Desaiptim or Operations!Locations/VeNdes: provisions. should any of the above described policies be cancelled before the expiration date thereof, the policy provisions will govern how notice of cancellation may be delivered to certificate holders in accordance with the policy provisions of each policy. ACORD 101(2008101) ©2008 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD � � �� 8 � � ��/ � �� Contractors ° ��xuwux�8��u �� — ^�vv�� — "�� 0»�� m��mm Ongoing Operat8ons - Scheduled Policy Eff. Date of Pol. Exp. Date of Pol. Eff.Date of End. Producer No. Add'I.Prem Return Prem. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ )TCAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part SCHEDULE Name of Person or Organization: Location and Description of Additional Ongoing Operations: Premium: Any person or organization to whom or to Included which you are required to provide additional insured status in a written contract or written agreement executed prior to the loss except where such ( contract or agreement is prohibited by law. A. Section U - Whm Is An Insured is amended to include as an insured any person or organization shown in the Schedule of this endnraemant, but only with respect to liability arising out of your ongoing operations performed for that insured at or from the corresponding location designated and described in the Schedule. However, if you have entered into a construction contract with an additional insured person or organization shown in the Schedule of this endomement, the insurance afforded to such additional insured only applies to the extent permitted bylaw. B. With respect hmthe insurance afforded to any additional insured shown in the Schedule of this endorsement, the following additional exclusion applies: This insurance does not apply to"bodily injury"or"property damage"occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project(other than men/ice, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the site of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations fore principal aaa part of the same project. All other terms and conditions of this policy remain unchanged. / � U-GL1465-oCvV(12-13 Page 1 of Includes copyrighted material vf Insurance Services Office, |mc..with its permission. POLICYNUMBER: BAP 6478374-01 COMMERCIAL AUTO CA 20 48 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are"insureds"for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Endorsement Effective Date: SCHEDULE Name Of Person(s) Or Organization(s): ANY PERSON OR ORGANIZATION TO WHOM OR WHICH YOU ARE REQUIRED TO PROVIDE ADDITIONAL INSURED STATUS OR ADDITIONAL INSURED STATUS ON A PRIMARY, NON—CONTRIBUTORY BASIS, IN A WRITTEN CONTRACT OR WRITTEN AGREEMENT EXECUTED PRIOR TO LOSS, EXCEPT WHERE SUCH CONTRACT OR AGREEMENT IS PROHIBITED BY LAW. Information required to complete this Schedule if not shown above will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured"for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph Al. of Section 11 — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I — Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 0 Insurance Services Office, Inc., 2011 Page 1 of 1 Waiver Of Subrogation (Blanket) Endorsement Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff.Date of End. Producer Addl Prem Return Prem. $ $ THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: If you are required by a written contract or agreement, which is executed before a loss,to waive your rights of recovery from others, we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. U-GL-925-B CW(12/01) Page 1 of I WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 03 04 B (Ed. 6-14) TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy.We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. (0) Specific Waiver Name of person or organization (®) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. ANY PERSON OR ORGANIZATION FOR WHOM THE NAMED INSURED HAS AGREED BY WRITTEN CONTRACT TO FURNISH THIS WAIVER. 2. Operations: 3. Premium: The premium charge for this endorsement shall be percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: WC420304B (Ed.6-14) ©Copyright 2014 National Council on Compensation Insurance,Inc.All Rights Reserved. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 0313 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule ALL PERSONS AND/OR ORGANIZATION THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU AND FOR THAT PERSON AND/OR ORGANIZATION This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. Endorsement No. Insured Premium$ Insurance Company Countersigned By WC 00 03 13 (Ed. 4-84) Copyright 1983 National Council on Compensation Insurance Other Insurance Amendment Primary And Non- Contributory ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff.Date of End. Producer No. AddT Prem Return Prem. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: Address(including ZIP Code): This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part 1. The following paragraph is added to the Other Insurance Condition of Section IV —Commercial General Liability Conditions: This insurance is primary insurance to and will not seek contribution from any other insurance available to an additional insured under this policy provided that: a. The additional insured is a Named Insured under such other insurance;and b. You are required by a written contract or written agreement that this insurance would be primary and would not seek contribution from any any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition of Section IV—Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same 'occurrence", offense, claim or "suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. All other terms and conditions of this policy remain unchanged. U-GL-1327-B CW(04/13) Page 1 of 1 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Policy Number GLO 6478376-01 ENDORSEMENT ZURICH I INSURANCE Y Named Insured S .J. LOUIS CONSTRUCTION, INC . Effective Date: 11-01-14 12:01 A.M., Standard Time Agent Name COBB STRECKER DUNPHY Z IMMERMANN INC. Agent No. 09132-000 BLANKET NOTIFICATION TO OTHERS OF CANCELLATION THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE : COMMERCIAL GENERAL LIABILITY COVERAGE PART A. IF WE CANCEL THIS COVERAGE PART BY WRITTEN NOTICE TO THE FIRST NAMED INSURED FOR ANY REASON OTHER THAN NONPAYMENT OF PREMIUM, WE WILL DELIVER ELECTRONIC NOTIFICATION THAT SUCH COVERAGE PART HAS BEEN CANCELLED TO EACH PERSON OR ORGANIZATION SHOWN IN A SCHEDULE PROVIDED TO US BY THE FIRST NAMED INSURED. SUCH SCHEDULE : 1 . MUST BE INITIALLY PROVIDED TO US WITHIN 15 DAYS : A. AFTER THE BEGINNING OF THE POLICY PERIOD SHOWN IN THE DECLARATIONS; OR B. AFTER THIS ENDORSEMENT HAS BEEN ADDED TO POLICY; 2 . MUST CONTAIN THE NAMES AND E—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lanket Notification to Others of Cancellation ZURICHO or Non-Renewal Policy No. Eff. Date of Pol. Ex p. Date of Pol. Eff.Date of End. Producer No. AddT Prem Return Prem. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Corrirrrercial Automobile Coverage Part A. If we cancel or non-renew this Coverage Part by written notice to the first Named Insured, we will mail or deliver notification that such Coverage Part has been cancelled or non-renewed to each person or organization shown in a list provided to us by the first Named Insured if you are required by written contact or written agreement to provide such notification. However, such notification will not be mailed or delivered if a conditional notice of renewal has been sent to the first Named Insured. Such list: 1. Must be provided to us prior to cancellation or non-renewal; 2. Must contain the names and addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled or non-renewed; and 3. Must be in an electronic format that is acceptable to us. B. Our notification as described in Paragraph A. of this endorsement will be based on the most recent list in our records as of the date the notice of cancellation or non-renewal is mailed or delivered to the first Named Insured. We will mail or deliver such notification to each person or organization shown in the list: 1. Within seven days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or 2. At least 30 days prior to the effective date of: a. Cancellation, if cancelled for any reason other than nonpayment of premium; or b. Non-renewal, but not including conditional notice of renewal. C. Our mailing or delivery of notification described in Paragraphs A. and B.of this endorsement is intended as a courtesy only. Our failure to provide such mailing or delivery will not: 1. Extend the Coverage Part cancellation or non-renewal date; 2. Negate the cancellation or non-renewal; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. D. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs A. and B.of this endorsement. All other terms and conditions of this policy remain unchanged. U-CA-832-A CW(01/13) Page 1 of 1 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 06 43 BLANKET NOTIFICATION TO OTHERS OF CANCELLATION OR NONRENEWAL ENDORSEMENT This endorsement adds the following to Part Six of the policy. PART SIX CONDITIONS Blanket Notification to Others of Cancellation or Nonrenewal 1. If we cancel or non-renew this policy by written notice to you, we will mail or deliver notification that such policy has been cancelled or non-renewed to each person or organization shown in a list provided to us by you if you are required by written contract or written agreement to provide such notification. However, such notification will not be mailed or delivered if a conditional notice of renewal has been sent to you. Such list: a. Must be provided to us prior to cancellation or non-renewal; b. Must contain the names and addresses of only the persons or organizations requiring notification that such policy has been cancelled or non-renewed; and c. Must be in an electronic format that is acceptable to us. 2. Our notification as described in Paragraph 1. above will be based on the most recent list in our records as of the date the notice of cancellation or non-renewal is mailed or delivered to you. We will mail or deliver such notification to each person or organization shown in the list: a. Within seven days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or b. At least 30 days prior to the effective date of: (1) Cancellation, if cancelled for any reason other than nonpayment of premium; or (2) Non-renewal, but not including conditional notice of renewal. 3. Our mailing or delivery of notification described in Paragraphs 1. and 2. above is intended as a courtesy only. Our failure to provide such mailing or delivery will not: a. Extend the policy cancellation or non-renewal date; b. Negate the cancellation or non-renewal; or c. Provide any additional insurance that would not have been provided in the absence of this endorsement. 4. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs 1. and 2. above. All other terms and conditions of this policy remain unchanged. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. Endorsement No. Insured Premium$ Insurance Company WC 99 06 43 Page 1 of 1 (Ed.01-13) Includes copyright material of the National Council on Compensation Insurance,Inc.used with its permission. 0 2012 Copyright National Council on Compensation Insurance,Inc.All Rights Reserved. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Dwanher2l,2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 —Definitions and Terminology..........................................................................................................l 1.01 Defined Terms...............................................................................................................................l 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............................................................................................................................l l Article 4—Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions;Reference Points...........................................................................................................11 4.01 Availability of Lands..................................................................................................................11 4.02 Subsurface and Physical Conditions ..........................................................................................12 4.03 Differing Subsurface Or Physical Conditions................................................................. 4.04 Underground Facilities ...............................................................................................................13 4.05 Reference Points ......................................................................................................................... 14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article5—Bonds and Insurance.....................................................................................................................16 5.01 Licensed Sureties and Insurers................................................................................................... 16 5.02 Performance,Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of Insurance.............................................................................................................16 5.04 Contractor's Insurance................................................................................................................18 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6—Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence...............................................................................................19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 6.02 Labor; Working Hours................................................................................................................20 6.03 Services, Materials, and Equipment...........................................................................................20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and"Or-Equals".......................................................................................................21 6.06 Concerning Subcontractors, Suppliers,and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties...........................................................................................................26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations.................................................................................................................27 6.11 Taxes ...........................................................................................................................................28 6.12 Use of Site and Other Areas.......................................................................................................28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Programs .............................................................................................30 6.17 Emergencies and/or Rectification...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work...................................................................................................................32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification.........................................................................................................................33 6.22 Delegation of Professional Design Services ..............................................................................34 6.23 Right to Audit..............................................................................................................................34 6.24 Nondiscrimination.......................................................................................................................35 Article7-Other Work at the Site...................................................................................................................35 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 Article8-City's Responsibilities...................................................................................................................36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due ............................................................................................................................36 8.04 Lands and Easements;Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections,Tests, and Approvals..............................................................................................36 8.07 Limitations on City's Responsibilities.......................................................................................37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program...............................................................................................37 Article 9-City's Observation Status During Construction...........................................................................37 9.01 City's Project Representative .....................................................................................................37 9.02 Visits to Site................................................................................................................................37 9.03 Authorized Variations in Work..................................................................................................38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 f- = Article 10-Changes in the Work;Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 Article 11 -Cost of the Work;Allowances; Unit Price Work; Plans Quantity Measurement......................41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12-Change of Contract Price;Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13-Tests and Inspections;Correction,Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access to Worl............................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Correct Defective Work.............................................................................................51 Article 14-Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments......................................................................................................................52 14.03 Contractor's Warranty of Title...................................................................................................54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release ........................................................56 14.09 Waiver of Claims........................................................................................................................57 Article 15-Suspension of Work and Termination........................................................................................57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:De( mber2l,2012 Article17—Miscellaneous..............................................................................................................................62 17.01 Giving Notice..............................................................................................................................62 17.02 Computation of Times................................................................................................................62 17.03 Cumulative Remedies.................................................................................................................62 17.04 Survival of Obligations...............................................................................................................63 17.05 Headings......................................................................................................................................63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:De=ber2l,2012 007200-1 General Conditions Page I of 63 ARTICLE 1–DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct,or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award–Authorization by the City Council for the City to enter into an Agreement. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder—The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day–A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11.Buzzsmv–City's on-line,electronic document management and collaboration system. 12. Calendar Day–A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 Genera(Conditions Page 2 of 63 13. Change Order—A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney–The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager – The officially appointed and authorized City Manager of the City of Fort Worth,Texas, or his duly authorized representative. 18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract.A demand for money or services by a third party is not a Contract Claim. 19. Contract—The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations,representations,or agreements,whether written or oral. 20. Contract Documents Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price—The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and(ii)complete the Work so that it is ready for Final Acceptance. 23. Contractor—The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Decem1er21,2012 007200-1 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 Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36.Field Order—A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Dceoember2l,2012 007200-1 General Conditions Page 4 of 63 38. Final Inspection – Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements—Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to tune. 42. Laivs and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item–An Item of work included in the Contract Documents that has a total cost equal to or greater than 5%of the original Contract Price or$25,000 whichever is less. 45.Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award—The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47.Notice to Proceed—A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs—Polychlorinated biphenyls. 49. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), Such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 50. Plans–See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,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:December2l,2012 007200-1 General Conditions Page 6 of 63 63. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent—The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults,tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water,wastewater, storm water, other liquids or chemicals,or traffic or other control systems. 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours—Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day—A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 7 of 63 I. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or X 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 SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3—CONTRACT DOCUMENTS: INTENT,AMENDING,REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Deoember2l,2012 007200-1 General Conditions Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids),except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification, manual, or code, or(c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Decemter21,2012 007200-1 General Conditions Page 10 of 63 6.17.A) until an amendment or Supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier(whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized,by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal(subject to the provisions of Paragraph 6.18.C);or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 11 of63 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:Daember2l,2012 007200-1 General Conditions Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site(except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors,members,partners, employees,agents,consultants,or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto;or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions,or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any"technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents;or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if. 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others;and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction;and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Dwember2l,2012 007200-1 General Conditions Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto;or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by La1vs and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for 1Phom Contractor is responsible. Nothing in this Paragraph 4.06G shall obligate Contractor to indemnify 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:December2l,2012 007200-1 General Conditions Page 16 of 63 ARTICLE 5—BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured)which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as"Additional Insured"on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Demnber2l,2012 007200-1 General Conditions Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement,which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property&Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial 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:Damber2l,2012 007200-1 General Conditions Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups,must also be approved by City. 11. Any deductible in excess of$5,000.00, for any policy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 19 of 63 � insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured.There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods,techniques, sequences,and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication)to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the Source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 21 of63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and"Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or-Equal"Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if- a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Decern1er21,2012 007200-1 General Conditions Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service;and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time;and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified;and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 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 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or-equal"or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an"or-equal."City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use ofsubstituted 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 6.05.13. 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:December2l,2012 007200-1 General Conditions Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions:No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the fiill and equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business Diversity Ordinance(as amended)by the following: 1. Contractor shall, upon request by the City, provide complete and accurate information regarding actual work performed by a MBE and/or SBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE and/or SBE. Material misrepresentation of any nature may be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity;nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically 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:Deoember2l,2012 007200-1 General Conditions Page 26 of 63 D. Arbitration Required if Violation Not Resolved An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii)the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258,Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 27 of 63 the incoi poration in the Mork 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 6.09.13. 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:December2l,2012 007200-1 General Conditions Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin,TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxfonns/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use ofSite and Other Areas: 1. Contractor shall confine construction equipment,the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Doo m1er21,2012 007200-1 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 621, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 007200-I Genera(Conditions Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal,relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal,relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work,or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial- action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Doe mber2l,2012 007200-1 General Conditions Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Dwember2l,2012 007200-1 General Conditions Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection,test,or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the. Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:De(mber2l,2012 007200-1 General Conditions Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless Such services are required to carry out Contractor's responsibilities for construction means, methods, techniques,sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Dexember2l,2012 007200-1 General Conditions Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title V1, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7—OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work;and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site,the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8—CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements;Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,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 Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9—CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during Such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Docember2l,2012 007200-1 General Conditions Page 38 of 63 9.03 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor,who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinationsfor Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10—CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be perfonned under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which inay or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Docember2l,2012 007200-1 General Conditions Page 39 of 63 10.02 Unauthorized Changes in the Mork 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. f CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal(unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any,take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim;or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December21,2012 007200-1 General Conditions Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11—COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included.- The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 1 1.01.13, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55%markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Dcxember2l,2012 00 72 00-1 General Conditions Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable,and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. £ The cost of utilities,fuel, and sanitary facilities at the Site. g. Minor expenses Such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Deoember2l,2012 007200-1 General Conditions Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded:The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A.1 or specifically covered by Paragraph 11.0I.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.O1.A and 11.01.13, 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:December2l,2012 007200-1 General Conditions Page 44 of 63 a. the pre-bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes;and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Alloit ance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1, the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement;and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either parry 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:December2l,2012 007200-1 General Conditions Page 46 of 63 E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12—CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Charge of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.13.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit(determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.0l.A.1, 11.0l.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.0I.A.4 and 11.0I.A.5, the Contractor's fee shall be five percent(5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Deoember2l,2012 007200-1 General Conditions Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.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 11.01.13; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Tinge 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. K CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Decenber2l,2012 007200-1 General Conditions Page 48 of 63 ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected,or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections,which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible,with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Decemler21,2012 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 Worlc (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 PMork If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Dooember2l,2012 007200-1 Genera(Conditions Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any,on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas;or 2. correct such defective Work;or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others)will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim,pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of,the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven(7)days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 00 72 00-1 General Conditions Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: I. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules,that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents;or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors,requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09;or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 007200-1 General Conditions Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately filnctioning 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:December2l,2012 007200-1 General Conditions Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied(except as previously delivered)by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any,to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages,will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The malting of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retannage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been filrnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Daxmber2l,2012 007200-1 General Conditions Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15—SUSPENSION OF WORK AND TERNIINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 58 of 63 15.02 City May Termincite for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation,may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City;or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily;or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-1 General Conditions Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as 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 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. f` CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Do=nber2l,2012 007200-1 General Conditions Page 60 of 63 15.03 City May Terminate Foi-Convenience A. City may, without cause and without prejudice to any other right or remedy of City,terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim,demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination;and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:Duember2l,2012 007200-1 General Conditions Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case,Contractor shall be paid for(without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work,the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting fiom such termination. ARTICLE 16—DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after termination of the mediation unless,within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December 21,2012 007200-1 General Conditions Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions;or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17—MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended;or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision:December2l,2012 007200-I 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:December2l,2012 007300-1 SUPPLEMENTARY CONDITIONS Pagel of6 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 11 of the General Conditions which are not so modified or supplemented remain in full force and effect. 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions,unless specifically noted herein. 17 18 Modifications and Supplements 19 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 21 other Contract Documents. 22 23 SC-3.03B.2,"Resolving Discrepancies" 24 25 Plans govern over Specifications. 26 27 SC-4.01A 28 29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 30 Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the 31 Contract Drawings. 32 33 SC-4.01A.1.,"Availability of Lands" 34 35 The following is a list of known outstanding right-of-way, and/or easements to be acquired,if any as of 36 March 2015: 37 38 Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION 1 1-PE Tarrant Regional Water Control and Improvement District April July 2015 1-TE—Part 1 Tarrant Regional Water Control and Improvement District To Be Obtained-by Gentfaeter July 2015 1-TE—Part 2 Tarrant Regional Water Control and Improvement District To Be Obtained-by r'^ntfaete July 2015 2-PE—Part 1 Texas Midstream Gas Services,L.L.C. April July 2015 2-PE—Part 2 Texas Midstream Gas Services,L.L.C. April July 2015 2-TE—Part 1 Texas Midstream Gas Services,L.L.C. Apri-1 July 2015 2-TE—Part 2 Texas Midstream Gas Services, L.L.C. April July 2015 2-TE—Part 3 Texas Midstream Gas Services,L.L.C. Apr-i-1 July 2015 2-TE—Part 4 Texas Midstream Gas Services,L.L.C. April July 2015 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised April 1,2013 City Project No.00969 007300-2 SUPPLEMENTARY CONDITIONS Page of PARCEL OWNER TARGET DATE NUMBER OF POSSESSION 3-PE—Part 1 Southern Star Concrete,Inc. Apr-i4 July 2015 Q 3-PE—Part 2 Southern Star Concrete,Inc. April July 2015 3-TE—Part 1 Southern Star Concrete,Inc. April July 2015 3-TE—Part 2 Southern Star Concrete,Inc. April July 2015 4-PE Forward Fort Worth River Project, Ltd. April July 2015 5-PE—Part 1 Southern Star Concrete,Inc. April July 2015 5-PE—Part 2 Southern Star Concrete,Inc. April July 2015 6-PE Forward Fort Worth River Project, Ltd. April July 2015 7-PE Rokkas Peter W,Et Al 4uly September 2015 1 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 2 and do not bind the City. 3 4 If Contractor considers the final easements provided to differ materially from the representations on the 5 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 6 notify City in writing associated with the differing easement line locations. 7 8 SC-4.01A.2,"Availability of Lands" 9 10 Utilities or obstructions to be removed,adjusted,and/or relocated 11 12 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated 13 as of March 2015: 14 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT NONE 15 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 16 and do not bind the City. 17 18 SC-4.02A.,"Subsurface and Physical Conditions" 19 20 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 21 22 A Geotechnical Engineering Report No. 13-0446,dated November 21,2014,prepared by Gorrondona& 23 Associates,Inc.,a sub-consultant of Kimley-Horn and Associates,Inc., a consultant of the City,providing 24 additional information on groundwater, excavation,backfill,tunneling and the construction of underground 25 vaults. 26 27 The following are drawings of physical conditions in or relating to existing surface and subsurface 28 structures(except Underground Facilities)which are at or contiguous to the site of the Work: 29 30 NONE 31 32 SC-4.06A.,"Hazardous Environmental Conditions at Site" 33 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised April 1,2013 City Project No.00969 007300-3 SUPPLEMENTARY CONDITIONS Page of 1 The following are reports and drawings of existing hazardous envirommental conditions known to the City: 2 3 A Limited Phase 11 Investigation for Part 4—Channel Segment B in Fort Worth,Texas,W&M Project No. 4 823.003.007,prepared by W&M Environmental Group, Inc., a sub-consultant of Kimley-Horn and 5 Associates, Inc.,a consultant of the City,providing an evaluation as to the presence or absence of 6 chemicals of concern in the area of the proposed utility installation. 7 8 Contractor shall be aware that Tarrant Regional Water District(TRWD)has mobilized a Contractor(s)for 9 environmental remediation work in and adjacent to proposed sanitary sewer and water abandonment and 10 removal areas.Contractor shall coordinate as required for access. Contractor understands that 11 abandonments/removals cannot be performed in remediation areas until notice is received by TRWD that 12 remediation site is clear of hazardous material. 13 14 SC-5.03A.,"Certificates of Insurance" 15 16 The entities listed below are"additional insureds as their interest may appear"including their respective 17 officers, directors,agents and employees. 18 19 (1) City 20 (2) Consultant: Kimley-Horn and Associates, Inc. 21 (3) Other: Tarrant Regional Water District 22 23 SC-5.04A.,"Contractor's Insurance" 24 25 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 26 coverages for not less than the following amounts or greater where required by laws and regulations: 27 28 5.04A. Workers'Compensation,under Paragraph GC-5.04A. 29 30 Statutory limits 31 Employer's liability 32 $100,000 each accident/occurrence 33 $100,000 Disease-each employee 34 $500,000 Disease-policy limit 35 36 SC-5.04B.,"Contractor's Insurance" 37 38 5.04B.Commercial General Liability,under Paragraph GC-5.04B.Contractor's Liability Insurance 39 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 40 minimum limits o£ 41 42 $2,000,000 each occurrence 43 $3,000,000 aggregate limit 44 45 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the 46 General Aggregate Limits apply separately to each job site. 47 48 The Commercial General Liability Insurance policies shall provide"X","C",and"U" coverage's. 49 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 50 51 SC 5.04C.,"Contractor's Insurance" 52 5.04C. Automobile Liability,under Paragraph GC-5.04C. Contractor's Liability Insurance under 53 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 54 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised April 1,2013 City Project No.00969 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 6 1 (1) Automobile Liability-a commercial business policy shall provide coverage on "Any Auto", 2 defined as autos owned,hired and non-owned. 3 4 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 5 least: 6 7 $250,000 Bodily Injury per person/ 8 $500,000 Bodily Injury per accident/ 9 $100,000 Property Damage 10 11 SC-5.04D.,"Contractor's Insurance" 12 13 The Contractor's construction activities will require its employees, agents,subcontractors, equipment,and 14 material deliveries to cross railroad properties and tracks owned and operated by Fort Worth and Westerir 15 Railroad(FWWR) 16 17 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 18 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 19 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of 20 Entry Agreement"with the particular railroad company or companies involved, and to this end the 21 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 22 the right-of-entry(if any)required by a railroad company. The requirements specified herein likewise relate 23 to the Contractor's use of private and/or construction access roads crossing said railroad company's 24 properties. 25 26 The Contractual Liability coverage required by Paragraph 5.041)of the General Conditions shall provide 27 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the 28 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 29 occupy, or touch railroad property: 30 31 (1) General Aggregate: $4,000,000.00 32 33 (2) Each Occurrence: $2,000,000.00 34 35 X Required for this Contract Not required for this Contract 36 37 38 With respect to the above outlined insurance requirements,the following shall govern: 39 40 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in 41 the name of the railroad company. However, if more than one grade separation or at-grade 42 crossing is affected by the Project at entirely separate locations on the line or lines of the same 43 railroad company, separate coverage may be required,each in the amount stated above. 44 45 2. Where more than one railroad company is operating on the same right-of-way or where several 46 railroad companies are involved and operated on their own separate rights-of-way, the Contractor 47 may be required to provide separate insurance policies in the name of each railroad company. 48 49 3. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a 50 railroad company's right-of-way at a location entirely separate from the grade separation or at- 51 grade crossing,insurance coverage for this work must be included in the policy covering the grade 52 separation. 53 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised April 1,2013 City Project No.00969 007300-5 SUPPLEMENTARY CONDITIONS Page of 1 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 2 way, all such other work may be covered in a single policy for that railroad, even though the work 3 may be at two or more separate locations. 4 5 No work or activities on a railroad company's property to be performed by the Contractor shall be 6 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 7 for each railroad company named,as required above. All such insurance must be approved by the City and 8 each affected Railroad Company prior to the Contractor's beginning work. 9 10 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 11 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, 12 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 13 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the 14 railroad company operating over tracks involved in the Project. 15 16 SC-6.04.,"Project Schedule" 17 18 Project schedule shall be tier 3 for the project. 19 20 SC-6.07.,"Wage Rates" 21 22 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 23 Appendixes: 24 25 2009 Prevailing rage Rates for City Awarded Public-Forks Projects(Approved on 8/17/2010) 26 27 SC-6.09.,"Permits and Utilities" 28 29 SC-6.09A.,"Contractor obtained permits and licenses" 30 The following are known pen-nits and/or licenses required by the Contract to be acquired by the Contractor: 31 32 Access Q 33 Access Midstream—Letter of No Objection 1 34 35 SC-6.09B."City obtained permits and licenses" 36 The following are known permits and/or licenses required by the Contract to be acquired by the City: 37 1. Fort Worth and Western Railroad License Agreement 38 2. USACE Construction Approval Letter 39 40 SC-6.09C. "Outstanding permits and licenses" 41 42 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of March 43 2015: 44 45 NONE 46 47 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION NONE 48 49 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised April 1,2013 City Project No.00969 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 6 1 SC-7.02.,"Coordination" 2 3 The individuals or entities listed below have contracts with the City for the performance of other work at 4 the Site: 5 Vendor Scope of Work Coordination Authority NONE 6 7 The individuals or entities listed below have contracts with Tarrant Regional Water District(TRWD)for 8 the performance of other work at the Site: 9 Vendor Scope of Work Coordination Authority TRWD Contractor Environmental Remediation TRWD 10 11 12 13 SC-8.01,"Communications to Contractor" 14 15 NONE 16 17 SC-9.01.,"City's Project Representative" 18 19 The following firm is a consultant to the City responsible for construction management of this Project: 20 21 Kimley-Horn and Associates, Inc. 22 23 24 25 SC-13.03C.,"Tests and Inspections" 26 27 NONE 28 29 SC-16.01C.1,"Methods and Procedures" 30 31 NONE 32 33 34 END OF SECTION CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised April 1,2013 City Project No.00969 011100-1 SUMMARY OF WORK - Page 1 of 3 1 SECTION 01 1100 2 SUMMARY OF WORK 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0-Bidding Requirements,Contract Forms, and Conditions of the Contract 11 2. Division 1 -General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor,materials,and equipment,and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project,such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list,then the item shall 27 be considered as a subsidiary item of Work,the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights-of-way as provided for in the ordinances of the City,as shown in the 35 Contract Documents,or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools,materials,and equipment for construction 37 purposes may be stored in such space,but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 01 1100-2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks,the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees,shrubbery,plants, 18 lawns,fences,culverts,curbing,and all other types of structures or improvements, 19 to all water, sewer,and gas lines,to all conduits,overhead pole lines,or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation,company,individual,or other,either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act,omission,neglect, or misconduct in the manner or method or 31 execution of the Work,or at any time due to defective work, material,or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight,and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal,temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal,unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 01 1100-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION[NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 012500-1 SUBSTITUTION PROCEDURES Page I of4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor i I c. Trade name 12 d. Catalog number 13 2. Substitutions are not"or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include,but are not necessarily limited to: 17 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 18 2. Division 1 —General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution-General 26 1. Within 30 days after award of Contract(unless noted otherwise),the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors,trade names,or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers,provided said products are"or-equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or-equals are unavailable due to strike,discontinued production of products 39 meeting specified requirements,or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 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 1 l 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. 47 4. No additional contract time will be given for substitution. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 5. Substitution will be rejected if: 2 a. Submittal is not through the Contractor with his stamp of approval 3 b. Request is not made in accordance with this Specification Section 4 c. In the City's opinion,acceptance will require substantial revision of the original 5 design 6 d. In the City's opinion,substitution will not perform adequately the function 7 consistent with the design intent 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. In making request for substitution or in using an approved product,the Contractor 13 represents that the Contractor: 14 1. Has investigated proposed product,and has determined that it is adequate or 15 superior in all respects to that specified,and that it will perform function for which 16 it is intended 17 2. Will provide same guarantee for substitute item as for product specified 18 3. Will coordinate installation of accepted substitution into Work,to include building 19 modifications if necessary,making such changes as may be required for Work to be 20 complete in all respects 21 4. Waives all claims for additional costs related to substitution which subsequently 22 arise 23 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2- PRODUCTS [NOT USED] 27 PART 3- EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design,including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better(explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature Recommended Recommended 38 as noted 39 40 Firm Not recommended _Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 013119-1 PRECONSTRUCTION MEETING Page I of 3 1 SECTION Of 3119 2 PRECONSTRUCTION MEETING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Added 1.4 B.3.11: TRVA,TRWD,and USACE representatives added to 10 attendee list 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 13 2. Division 1—General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Attend preconstruction meeting. 22 2. Representatives of Contractor,subcontractors and suppliers attending meetings 23 shall be qualified and authorized to act on behalf of the entity each represents. 24 3. Meeting administered by City may be tape recorded. 25 a. If recorded,tapes will be used to prepare minutes and retained by City for 26 filture reference. 27 B. Preconstruction Meeting 28 1. A preconstruction meeting will be held within 14 days after the execution of the 29 Agreement and before Work is started. 30 a. The meeting will be scheduled and administered by the City. 31 2. The Project Representative will preside at the meeting, prepare the notes of the 32 meeting and distribute copies of same to all participants who so request by fully 33 completing the attendance form to be circulated at the beginning of the meeting. 34 3. Attendance shall include: 35 a. Project Representative 36 b. Contractor's project manager 37 c. Contractor's superintendent CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 01 31 19-2 PRECONSTRUCTION MEETING Page 2 of 3 1 d. Any subcontractor or supplier representatives whom the Contractor may desire 2 to invite or the City may request 3 e. Other City representatives 4 f. Others as appropriate 5 g. Representatives from TRVA,TRWD and USACE 6 4. Construction Schedule 7 a. Prepare baseline construction schedule in accordance with Section 0132 16 and 8 provide at Preconstruction Meeting. 9 b. City will notify Contractor of any schedule changes upon Notice of 10 Preconstruction Meeting. 11 5. Preliminary Agenda may include: 12 a. Introduction of Project Personnel 13 b. General Description of Project 14 c. Status of right-of-way,utility clearances,easements or other pertinent permits 15 d. Contractor's work plan and schedule 16 e. Contract Time 17 f. Notice to Proceed 18 g. Construction Staking 19 h. Progress Payments 20 i. Extra Work and Change Order Procedures 21 j. Field Orders 22 k. Disposal Site Letter for Waste Material 23 1. Insurance Renewals 24 m. Payroll Certification 25 n. Material Certifications and Quality Control Testing 26 o. Public Safety and Convenience 27 p. Documentation of Pre-Construction Conditions 28 q. Weekend Work Notification 29 r. Legal Holidays 30 s. Trench Safety Plans 31 t. Confined Space Entry Standards 32 u. Coordination with the City's representative for operations of existing water 33 systems 34 v. Storm Water Pollution Prevention Plan 35 w. Coordination with other Contractors 36 x. Early Warning System 37 y. Contractor Evaluation 38 z. Special Conditions applicable to the project 39 aa. Damages Claims 40 bb. Submittal Procedures 41 cc. Substitution Procedures 42 dd. Correspondence Routing 43 ee. Record Drawings 44 ff. Temporary construction facilities 45 gg. M/WBE or MBE/SBE procedures 46 hh. Final Acceptance 47 ii. Final Payment 48 J. Questions or Comments CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 013120-1 PROJECT MEETINGS Pagel of 3 1 SECTION 01 3120 2 PROJECT MEETINGS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. 1A.C.1—Progress Meetings will be held weekly. 11 C. Related Specification Sections include,but are not necessarily limited to: 12 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 13 2. Division 1 —General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule,attend and administer as specified,periodic progress meetings,and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor,subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded,tapes will be used to prepare minutes and retained by City for 27 ftiture reference. 28 4. Meetings, in addition to those specified in this Section,may be held when requested 29 by the City,Engineer or Contractor. 30 B. Pre-Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule,including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor f, 39 b. Project Representative CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 013120-2 PROJECT MEETINGS Page 2 of 3 1 c. Other City representatives 2 4. Meeting Schedule 3 a. In general,the neighborhood meeting will occur within the 2 weeks following 4 the pre-construction conference. 5 b. In no case will construction be allowed to begin until this meeting is held. 6 C. Progress Meetings 7 1. Formal project coordination meetings will be held weekly. Meetings will be 8 scheduled and administered by Project Representative. 9 2. Additional progress meetings to discuss specific topics will be conducted on an as- 10 needed basis. Such additional meetings shall include,but not be limited to: 11 a. Coordinating shutdowns 12 b. Installation of piping and equipment 13 c. Coordination between other construction projects 14 d. Resolution of construction issues 15 e. Equipment approval 16 3. The Project Representative will preside at progress meetings,prepare the notes of 17 the meeting and distribute copies of the same to all participants who so request by 18 fully completing the attendance form to be circulated at the beginning of each 19 meeting. 20 4. Attendance shall include: 21 a. Contractor's project manager 22 b. Contractor's superintendent 23 c. Any subcontractor or supplier representatives whom the Contractor may desire 24 to invite or the City may request 25 d. Engineer's representatives 26 e. City's representatives 27 f. Others,as requested by the Project Representative 28 5. Preliminary Agenda may include: 29 a. Review of Work progress since previous meeting 30 b. Field observations,problems,conflicts 31 c. Items which impede construction schedule 32 d. Review of off-site fabrication, delivery schedules 33 e. Review of construction interfacing and sequencing requirements with other 34 construction contracts 35 f. Corrective measures and procedures to regain projected schedule 36 g. Revisions to construction schedule 37 h. Progress,schedule,during succeeding Work period 38 i. Coordination of schedules 39 j. Review submittal schedules 40 k. Maintenance of quality standards 41 1. Pending changes and substitutions 42 m. Review proposed changes for: 43 1) Effect on construction schedule and on completion date 44 2) Effect on other contracts of the Project 45 n. Review Record Documents 46 o. Review monthly pay request 47 p. Review status of Requests for Information 48 6. Meeting Schedule CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 013120-3 PROJECT MEETINGS Page 3 of 3 1 a. Progress meetings will be held periodically as determined by the Project 2 Representative. 3 1) Additional meetings may be held at the request of the: 4 a) City 5 b) Engineer 6 c) Contractor 7 7. Meeting Location 8 a. The City will establish a meeting location. 9 1) To the extent practicable,meetings will be held at the Site. 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 [NOT USED] 19 PART 3- EXECUTION [NOT USED] 20 END OF SECTION 21 Revision Log DATE NAME SUMMARY OF CHANGE 22 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 1 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation,submittal,updating,status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. 1.4.B.4: Added anticipated submittal dates requirements for construction 12 within the floodway and underneath the levee. 13 C. Related Specification Sections include,but are not necessarily limited to: 14 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1—General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Definitions 22 1. Schedule Tiers 23 a. Tier 1 -No schedule submittal required by contract. Small,brief duration 24 projects 25 b. Tier 2-No schedule submittal required by contract,but will require some 26 milestone dates. Small, brief duration projects 27 c. Tier 3-Schedule submittal required by contract as described in the 28 Specification and herein. Majority of City projects, including all bond program 29 projects 30 d. Tier 4-Schedule submittal required by contract as described in the 31 Specification and herein. Large and/or complex projects with long durations 32 1) Examples: large water pump station project and associated pipeline with 33 interconnection to another governmental entity 34 e. Tier 5-Schedule submittal required by contract as described in the 35 Specification and herein. Large and/or very complex projects with long 36 durations, high public visibility 37 1) Examples might include a water or wastewater treatment plant 38 2. Baseline Schedule-Initial schedule submitted before work begins that will serve 39 as the baseline for measuring progress and departures from the schedule. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 3. Progress Schedule-Monthly submittal of a progress schedule documenting 2 progress on the project and any changes anticipated. 3 4. Schedule Narrative-Concise narrative of the schedule including schedule 4 changes,expected delays,key schedule issues,critical path items,etc 5 B. Reference Standards 6 1. City of Fort Worth Schedule Guidance Document 7 1.4 ADMINISTRATIVE REQUIREMENTS 8 A. Baseline Schedule 9 1. General 10 a. Prepare a cost-loaded baseline Schedule using approved software and the 11 Critical Path Method(CPM)as required in the City of Fort Worth Schedule 12 Guidance Document. 13 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate 14 understanding of the work to be performed and known issues and constraints 15 related to the schedule. 16 c. Designate an authorized representative(Project Scheduler)responsible for 17 developing and updating the schedule and preparing reports. 18 B. Progress Schedule 19 1. Update the progress Schedule monthly as required in the City of Fort Worth 20 Schedule Guidance Document. 21 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 22 3. Change Orders 23 a. Incorporate approved change orders,resulting in a change of contract time,in 24 the baseline Schedule in accordance with City of Fort Worth Schedule 25 Guidance Document. 26 4. Construction Progress Schedule shall include anticipated submittal dates for 27 all submittal and shop drawinlz items associated with construction within the 28 existing floodway or underneath the existing levee. 29 C. Responsibility for Schedule Compliance 30 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 31 Report that delays to the critical path have resulted and the Contract completion 32 date will not be met,or when so directed by the City,make some or all of the 33 following actions at no additional cost to the City 34 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 35 outlining: 36 1) A written statement of the steps intended to take to remove or arrest the 37 delay to the critical path in the approved schedule 38 2) Increase construction manpower in such quantities and crafts as will 39 substantially eliminate the backlog of work and return current Schedule to 40 meet projected baseline completion dates 41 3) Increase the number of working hours per shift,shifts per day,working 42 days per week,the amount of construction equipment,or any combination 43 of the foregoing,sufficiently to substantially eliminate the backlog of work 44 4) Reschedule activities to achieve maximum practical concurrency of 45 accomplishment of activities,and comply with the revised schedule CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 2. If no written statement of the steps intended to take is submitted when so requested 2 by the City,the City may direct the Contractor to increase the level of effort in 3 manpower(trades),equipment and work schedule(overtime,weekend and holiday 4 work, etc.)to be employed by the Contractor in order to remove or arrest the delay 5 to the critical path in the approved schedule. 6 a. No additional cost for such work will be considered. 7 D. The Contract completion time will be adjusted only for causes specified in this 8 Contract. 9 a. Requests for an extension of any Contract completion date must be 10 supplemented with the following: 11 1) Furnish justification and supporting evidence as the City may deem 12 necessary to determine whether the requested extension of time is entitled 13 under the provisions of this Contract. 14 a) The City will,after receipt of such justification and supporting 15 evidence,make findings of fact and will advise the Contractor,in 16 writing thereof. 17 2) If the City finds that the requested extension of time is entitled,the City's 18 determination as to the total number of days allowed for the extensions 19 shall be based upon the approved total baseline schedule and on all data 20 relevant to the extension. 21 a) Such data shall be included in the next updating of the Progress 22 schedule. 23 b) Actual delays in activities which,according to the Baseline schedule, 24 do not affect any Contract completion date shown by the critical path in 25 the network will not be the basis for a change therein. 26 2. Submit each request for change in Contract completion date to the City within 30 27 days after the beginning of the delay for which a time extension is requested but 28 before the date of final payment under this Contract. 29 a. No time extension will be granted for requests which are not submitted within 30 the foregoing time limit. 31 b. From time to time, it may be necessary for the Contract schedule or completion 32 time to be adjusted by the City to reflect the effects of job conditions, weather, 33 technical difficulties,strikes,unavoidable delays on the part of the City or its 34 representatives,and other unforeseeable conditions which may indicate 35 schedule adjustments or completion time extensions. 36 1) Under such conditions,the City will direct the Contractor to reschedule the 37 work or Contract completion time to reflect the changed conditions and the 38 Contractor shall revise his schedule accordingly. 39 a) No additional compensation will be made to the Contractor for such 40 schedule changes except for unavoidable overall contract time 41 extensions beyond the actual completion of unaffected work, in which 42 case the Contractor shall take all possible action to minimize any time 43 extension and any additional cost to the City. 44 b) Available float time in the Baseline schedule may be used by the City 45 as well as by the Contractor. 46 3. Float or slack time is defined as the amount of time between the earliest start date 47 and the latest start date or between the earliest finish date and the latest finish date 48 of a chain of activities on the Baseline Schedule. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July I,2011 City Project No.00969 01 3216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 a. Float or slack time is not for the exclusive use or benefit of either the 2 Contractor or the City. 3 b. Proceed with work according to early start dates,and the City shall have the 4 right to reserve and apportion float time according to the needs of the project. 5 c. Acknowledge and agree that actual delays, affecting paths of activities 6 containing float time,will not have any effect upon contract completion times, 7 providing that the actual delay does not exceed the float time associated with 8 those activities. 9 E. Coordinating Schedule with Other Contract Schedules 10 1. Where work is to be performed under this Contract concurrently with or contingent 11 upon work performed on the same facilities or area under other contracts,the 12 Baseline Schedule shall be coordinated with the schedules of the other contracts. 13 a. Obtain the schedules of the other appropriate contracts from the City for the 14 preparation and updating of Baseline schedule and make the required changes 15 in his schedule when indicated by changes in corresponding schedules. 16 2. In case of interference between the operations of different contractors,the City will 17 determine the work priority of each contractor and the sequence of work necessary 18 to expedite the completion of the entire Project. 19 a. In such cases,the decision of the City shall be accepted as final. 20 b. The temporary delay of any work due to such circumstances shall not be 21 considered as justification for claims for additional compensation. 22 1.5 SUBMITTALS 23 A. Baseline Schedule 24 1. Submit Schedule in native file format and pdf format as required in the City of Fort 25 Worth Schedule Guidance Document. 26 a. Native file format includes: 27 1) Primavera(P6 or Primavera Contractor) 28 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and 29 bring in hard copy to the meeting for review and discussion. 30 B. Progress Schedule 31 1. Submit progress Schedule in native file format and pdf fortnat as required in the 32 City of Fort Worth Schedule Guidance Document. 33 2. Submit progress Schedule monthly no later than the last day of the month. 34 C. Schedule Narrative 35 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 36 Schedule Guidance Document. 37 2. Submit schedule narrative monthly no later than the last day of the month. 38 D. Submittal Process 39 1. The City administers and manages schedules through Buzzsaw. 40 2. Contractor shalt submit documents as required in the City of Fort Worth Schedule 41 Guidance Document. 42 3. Once the project has been completed and Final Acceptance has been issued by the 43 City,no further progress schedules are required. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2- PRODUCTS [NOT USED] 15 PART 3- EXECUTION [NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SUMMARY OF CHANGE 18 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary.S'eNver Relocations Revised July 1,2011 City Project No.00969 01 32 33-1 PRECONSTRUCTION VIDEO Page 1 of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. 1.4.A.1: Additional scope for preconstruction video. 10 2. 1.4.B: Added preconstruction photo requirements. 11 C. Related Specification Sections include,but are not necessarily limited to: 12 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 13 2. Division 1—General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Preconstruction Video 21 1. Produce a preconstruction video of the site/alignment,access routes outside the 22 City ROW,staging and work areas,including all areas in the vicinity of and to be 23 affected by construction. 24 a. Provide two(2)digital copies of the preconstruction video to the City prior 25 to start of construction. 26 2. Retain a copy of the preconstruction video until the end of the maintenance surety 27 period. 28 B. Preconstruction Photos 29 1. Produce preconstruction photos of the site/alignment,access routes outside the 30 City ROW,staging and work areas,including all areas in the vicinity of and to 31 be affected by construction. 32 a. Provide two(2)digital copies of all preconstruction photos to the City 33 prior to start of construction. 34 2. Retain a copy of all of the preconstruction photos until the end of the 35 maintenance surety period. 36 1.5 SUBMITTALS [NOT USED] 37 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 6 1.12 WARRANTY [NOT USED] 7 PART 2- PRODUCTS [NOT USED] 8 PART 3- EXECUTION [NOT USED] 9 END OF SECTION 10 Revision Log DATE NAME SUMMARY OF CHANGE 11 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 01 33 00-1 SUBMITTALS Page 1 of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data(including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. 1.4.K.10: Added USACE submittal language. 14 2. 1.4.K.10.a: Added exceptions to submittal return deadline. 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. Coordination 25 1. Notify the City in writing, at the time of submittal, of any deviations in the 26 submittals from the requirements of the Contract Documents. 27 2. Coordination of Submittal Times 28 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 29 performing the related Work or other applicable activities,or within the time 30 specified in the individual Work Sections, of the Specifications. 31 b. Contractor is responsible such that the installation will not be delayed by 32 processing times including,but not limited to: 33 a) Disapproval and resubmittal(if required) 34 b) Coordination with other submittals 35 c) Testing 36 d) Purchasing 37 e) Fabrication 38 f) Delivery 39 g) Similar sequenced activities CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 013300-2 SUBMITTALS Page 2 of 8 1 c. No extension of time will be authorized because of the Contractor's failure to 2 transmit submittals sufficiently in advance of the Work. 3 d. Make submittals promptly in accordance with approved schedule,and in such 4 sequence as to cause no delay in the Work or in the work of any other 5 contractor. 6 B. Submittal Numbering 7 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 8 reference identification numbering system in the following manner: 9 a. Use the first 6 digits of the applicable Specification Section Number. 10 b. For the next 2 digits number use numbers 0 1-99 to sequentially number each i l initial separate item or drawing submitted under each specific Section number. 12 c. Last use a letter,A-Z, indicating the resubmission of the same drawing(i.e. 13 A=2nd submission,B=3rd submission,C=4th submission,etc.). A typical 14 submittal number would be as follows: 15 16 03 30 00-08-B 17 18 1) 03 30 00 is the Specification Section for Concrete 19 2) 08 is the eighth initial submittal under this Specification Section 20 3) B is the third submission(second resubmission)of that particular shop 21 drawing 22 C. Contractor Certification 23 1. Review shop drawings,product data and samples, including those by 24 subcontractors,prior to submission to determine and verify the following: 25 a. Field measurements 26 b. Field construction criteria 27 c. Catalog numbers and similar data 28 d. Conformance with the Contract Documents 29 2. Provide each shop drawing,sample and product data submitted by the Contractor 30 with a Certification Statement affixed including: 31 a. The Contractor's Company name 32 b. Signature of submittal reviewer 33 c. Certification Statement 34 1) `By this submittal,I hereby represent that I have determined and verified 35 field measurements, field construction criteria,materials, dimensions, 36 catalog numbers and similar data and I have checked and coordinated each 37 item with other applicable approved shop drawings." 38 D. Submittal Format 39 1. Fold shop drawings larger than 8 '/z inches x 11 inches to 8 1/2 inches x 11 inches. 40 2. Bind shop drawings and product data sheets together. 41 3. Order 42 a. Cover Sheet 43 1) Description of Packet 44 2) Contractor Certification 45 b. List of items/Table of Contents 46 c. Product Data/Shop Drawings/Samples/Calculations 47 E. Submittal Content CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 013300-3 SUBMITTALS Page 3 of 8 1 1. The date of submission and the dates of any previous submissions 2 2. The Project title and number 3 3. Contractor identification 4 4. The names of- 5 a. Contractor 6 b. Supplier 7 c. Manufacturer 8 5. Identification of the product,with the Specification Section number,page and 9 paragraph(s) 10 6. Field dimensions,clearly identified as such 11 7. Relation to adjacent or critical features of the Work or materials 12 8. Applicable standards,such as ASTM or Federal Specification numbers 13 9. Identification by highlighting of deviations from Contract Documents 14 10. Identification by highlighting of revisions on resubmittals 15 11. An 8-inch x 3-inch blank space for Contractor and City stamps 16 F. Shop Drawings 17 1. As specified in individual Work Sections includes,but is not necessarily limited to: 18 a. Custom-prepared data such as fabrication and erection/installation(working) 19 drawings 20 b. Scheduled information 21 c. Setting diagrams 22 d. Actual shopwork manufacturing instructions 23 e. Custom templates 24 f. Special wiring diagrams 25 g. Coordination drawings 26 h. Individual system or equipment inspection and test reports including: 27 1) Performance curves and certifications 28 i. As applicable to the Work 29 2. Details 30 a. Relation of the various parts to the main members and lines of the structure 31 b. Where correct fabrication of the Work depends upon field measurements 32 1) Provide such measurements and note on the drawings prior to submitting 33 for approval. 34 G. Product Data 35 1. For submittals of product data for products included on the City's Standard Product 36 List,clearly identify each item selected for use on the Project. 37 2. For submittals of product data for products not included on the City's Standard 38 Product List, submittal data may include,but is not necessarily limited to: 39 a. Standard prepared data for manufactured products(sometimes referred to as 40 catalog data) 41 1) Such as the manufacturer's product specification and installation 42 instructions 43 2) Availability of colors and patterns 44 3) Manufacturer's printed statements of compliances and applicability 45 4) Roughing-in diagrams and templates 46 5) Catalog cuts CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 013300-4 SUBMITTALS Page 4 of 8 1 6) Product photographs 2 7) Standard wiring diagrams 3 8) Printed performance curves and operational-range diagrams 4 9) Production or quality control inspection and test reports and certifications 5 10) Mill reports 6 11) Product operating and maintenance instructions and recommended 7 spare-pants listing and printed product warranties 8 12) As applicable to the Work 9 H. Samples 10 1. As specified in individual Sections, include,but are not necessarily limited to: 11 a. Physical examples of the Work such as: 12 1) Sections of manufactured or fabricated Work 13 2) Small cuts or containers of materials 14 3) Complete units of repetitively used products color/texture/pattern swatches 15 and range sets 16 4) Specimens for coordination of visual effect 17 5) Graphic symbols and units of Work to be used by the City for independent 18 inspection and testing,as applicable to the Work 19 I. Do not start Work requiring a shop drawing,sample or product data nor any material to 20 be fabricated or installed prior to the approval or qualified approval of such item. 21 1. Fabrication performed,materials purchased or on-site construction accomplished 22 which does not conform to approved shop drawings and data is at the Contractor's 23 risk. 24 2. The City will not be liable for any expense or delay due to corrections or remedies 25 required to accomplish conformity. 26 3. Complete project Work,materials,fabrication,and installations in conformance 27 with approved shop drawings,applicable samples,and product data. 28 J. Submittal Distribution 29 1. Electronic Distribution 30 a. Confirm development of Project directory for electronic submittals to be 31 uploaded to City's Buzzsaw site,or another external FTP site approved by the 32 City. 33 b. Shop Drawings 34 1) Upload submittal to designated project directory and notify appropriate 35 City representatives via email of submittal posting. 36 2) Hard Copies 37 a) 3 copies for all submittals 38 b) If Contractor requires more than 1 hard copy of Shop Drawings 39 returned,Contractor shall submit more than the number of copies listed 40 above. 41 c. Product Data 42 1) Upload submittal to designated project directory and notify appropriate 43 City representatives via email of submittal posting. 44 2) Hard Copies 45 a) 3 copies for all submittals 46 d. Samples 47 1) Distributed to the Project Representative CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 013300-5 SUBMITTALS Page 5 of 8 1 2. Hard Copy Distribution(if required in lieu of electronic distribution) 2 a. Shop Drawings 3 1) Distributed to the City 4 2) Copies 5 a) 8 copies for mechanical submittals 6 b) 7 copies for all other submittals 7 c) If Contractor requires more than 3 copies of Shop Drawings returned, 8 Contractor shall submit more than the number of copies listed above. 9 b. Product Data 10 1) Distributed to the City 11 2) Copies 12 a) 4 copies 13 c. Samples 14 1) Distributed to the Project Representative 15 2) Copies 16 a) Submit the number stated in the respective Specification Sections. 17 3. Distribute reproductions of approved shop drawings and copies of approved 18 product data and samples,where required,to the job site file and elsewhere as 19 directed by the City. 20 a. Provide number of copies as directed by the City but not exceeding the number 21 previously specified. 22 K. Submittal Review 23 1. The review of shop drawings,data and samples will be for general conformance 24 with the design concept and Contract Documents. This is not to be construed as: 25 a. Permitting any departure from the Contract requirements 26 b. Relieving the Contractor of responsibility for any errors,including details, 27 dimensions,and materials 28 c. Approving departures from details furnished by the City,except as otherwise 29 provided herein 30 2. The review and approval of shop drawings, samples or product data by the City 31 does not relieve the Contractor from his/her responsibility with regard to the 32 fulfillment of the terms of the Contract. 33 a. All risks of error and omission are assumed by the Contractor,and the City will 34 have no responsibility therefore. 35 3. The Contractor remains responsible for details and accuracy,for coordinating the 36 Work with all other associated work and trades,for selecting fabrication processes, 37 for techniques of assembly and for performing Work in a safe manner. 38 4. If the shop drawings, data or samples as submitted describe variations and show a 39 departure from the Contract requirements which City finds to be in the interest of 40 the City and to be so minor as not to involve a change in Contract Price or time for 41 performance,the City may return the reviewed drawings without noting an 42 exception. 43 5. Submittals will be returned to the Contractor under 1 of the following codes: 44 a. Code 1 45 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 46 comments on the submittal. 47 a) When returned under this code the Contractor may release the 48 equipment and/or material for manufacture. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 013300-6 SUBMITTALS Page 6 of 8 1 b. Code 2 2 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 3 the notations and comments IS NOT required by the Contractor. 4 a) The Contractor may release the equipment or material for manufacture; 5 however, all notations and comments must be incorporated into the 6 final product. 7 c. Code 3 8 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 9 assigned when notations and comments are extensive enough to require a 10 resubmittal of the package. 11 a) The Contractor may release the equipment or material for manufacture; 12 however, all notations and comments must be incorporated into the 13 final product. 14 b) This resubmittal is to address all comments,omissions and 15 non-conforming items that were noted. 16 c) Resubmittal is to be received by the City within 15 Calendar Days of 17 the date of the City's transmittal requiring the resubmittal. 18 d. Code 4 19 1) "NOT APPROVED" is assigned when the submittal does not meet the 20 intent of the Contract Documents. 21 a) The Contractor must resubmit the entire package revised to bring the 22 submittal into conformance. 23 b) It may be necessary to resubmit using a different manufacturer/vendor 24 to meet the Contract Documents. 25 6. Resubmittals 26 a. Handled in the same manner as first submittals 27 1) Corrections other than requested by the City 28 2) Marked with revision triangle or other similar method 29 a) At Contractor's risk if not marked 30 b. Submittals for each item will be reviewed no more than twice at the City's 31 expense. 32 1) All subsequent reviews will be performed at times convenient to the City 33 and at the Contractor's expense,based on the City's or City 34 Representative's then prevailing rates. 35 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 36 all such fees invoiced by the City. 37 c. The need for more than I resubmission or any other delay in obtaining City's 38 review of submittals,will not entitle the Contractor to an extension of Contract 39 Time. 40 7. Partial Submittals 41 a. City reserves the right to not review submittals deemed partial, at the City's 42 discretion. 43 b. Submittals deemed by the City to be not complete will be returned to the 44 Contractor, and will be considered "Not Approved" until resubmitted. 45 c. The City may at its option provide a list or mark the submittal directing the 46 Contractor to the areas that are incomplete. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 013300-7 SUBMITTALS Page 7 of 8 1 8. If the Contractor considers any correction indicated on the shop drawings to 2 constitute a change to the Contract Documents,then written notice must be 3 provided thereof to the City at least 7 Calendar Days prior to release for 4 manufacture. 5 9. When the shop drawings have been completed to the satisfaction of the City,the 6 Contractor may carry out the construction in accordance therewith and no further 7 changes therein except upon written instructions from the City. 8 10. Each submittal, appropriately coded,—except for those listed below—,will be 9 returned within 30 Calendar Days following receipt of submittal by the City. 10 a. Contractor shall provide all submittals for construction of Sanitary Sewer 11 Line A from STA 0+00 to STA 4+24 to City sufficiently in advance of 12 performing the related work,allowinI4 for a 30 day review by the City. 13 Once the City approves the submittals,the City will forward them to 14 TRVA and USACE for their reviews.TRVA and the USACE will complete 15 their reviews within 30 days.The Contractor should allow additional time 16 for revisions and resubmittals for approval. 17 L. Mock ups 18 1. Mock Up units as specified in individual Sections, include,but are not necessarily 19 limited to,complete units of the standard of acceptance for that type of Work to be 20 used on the Project. Remove at the completion of the Work or when directed. 21 M. Qualifications 22 1. If specifically required in other Sections of these Specifications,submit a P.E. 23 Certification for each item required. 24 N. Request for Information(RFI) 25 1. Contractor Request for additional information 26 a. Clarification or interpretation of the contract documents 27 b. When the Contractor believes there is a conflict between Contract Documents 28 c. When the Contractor believes there is a conflict between the Drawings and 29 Specifications 30 1) Identify the conflict and request clarification 31 2. Use the Request for Information(RFI)form provided by the City. 32 3. Numbering of RFI 33 a. Prefix with"RFP'followed by series number,"-xxx",beginning with"01"and 34 increasing sequentially with each additional transmittal. 35 4. Sufficient information shall be attached to permit a written response without further 36 information. 37 5. The City will log each request and will review the request. 38 a. If review of the project information request indicates that a change to the 39 Contract Documents is required,the City will issue a Field Order or Change 40 Order,as appropriate. 41 1.5 SUBMITTALS [NOT USED] 42 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 43 1.7 CLOSEOUT SUBMITTALS [NOT USED] 44 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 013300-8 SUBMITTALS Page 8 of 8 1 1.9 QUALITY ASSURANCE [NOT USED] 2 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] 5 PART 2- PRODUCTS [NOT USED] 6 PART 3- EXECUTION [NOT USED] 7 END OF SECTION 8 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days 9 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 0135 13-1 SPECIAL PROJECT PROCEDURES -, Pagel of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives,Drop Weight,Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Involvement of United States Army Corps of Engineers and Trinity River 15 Vision Authority 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. 1.l.A.l.h: Added text to section summary list. 21 2. 1.4.J: Added information on coordination with TRVA. 22 C. Related Specification Sections include,but are not necessarily limited to: 23 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 24 2. Division 1 —General Requirements 25 3. Section 33 12 25—Connection to Existing Water Mains 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment 28 1. Coordination within Railroad permit areas 29 a. Measurement 30 1) Measurement for this Item will be by lump sum. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 will be paid for at the lump sum price bid for Railroad Coordination. 34 c. The price bid shall include: 35 1) Mobilization 36 2) Inspection 37 3) Safety training 38 4) Additional Insurance 39 5) Insurance Certificates CITY OF FORT WORTH TRY—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 6) Other requirements associated with general coordination with Railroad, 2 including additional employees required to protect the right-of-way and 3 property of the Railroad from damage arising out of and/or from the 4 construction of the Project. 5 2. Railroad Flagmen 6 a. Measurement 7 1) Measurement for this Item will be per working day. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 will be paid for each working day that Railroad Flagmen are present at the 11 Site. 12 c. The price bid shall include: 13 1) Coordination for scheduling flagmen 14 2) Flagmen 15 3) Other requirements associated with Railroad 16 3. All other items 17 a. Work associated with these Items is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification,unless a date is specifically cited. 24 2. Health and Safety Code,Title 9. Safety,Subtitle A.Public Safety,Chapter 752. 25 High Voltage Overhead Lines. 26 3. North Central Texas Council of Governments(NCTCOG)—Clean Construction 27 Specification 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Coordination with the Texas Department of Transportation 30 1. When work in the right-of-way which is under the jurisdiction of the Texas 31 Department of Transportation(TxDOT): 32 a. Notify the Texas Department of Transportation prior to commencing any work 33 therein in accordance with the provisions of the permit 34 b. All work performed in the TxDOT right-of-way shall be performed in 35 compliance with and subject to approval from the Texas Department of 36 Transportation 37 B. Work near High Voltage Lines 38 1. Regulatory Requirements 39 a. All Work near High Voltage Lines(more than 600 volts measured between 40 conductors or between a conductor and the ground)shall be in accordance with 41 Health and Safety Code,Title 9, Subtitle A, Chapter 752. 42 2. Warning sign 43 a. Provide sign of sufficient size meeting all OSHA requirements. 44 3. Equipment operating within 10 feet of high voltage lines will require the following 45 safety features CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 01 35 13-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. Insulating cage-type of guard about the boom or arm 2 b. Insulator links on the lift hook connections for back hoes or dippers 3 c. Equipment must meet the safety requirements as set forth by OSHA and the 4 safety requirements of the owner of the high voltage lines 5 4. Work within 6 feet of high voltage electric lines 6 a. Notification shall be given to: 7 1) The power company(example: ONCOR) 8 a) Maintain an accurate log of all such calls to power company and record 9 action taken in each case. 10 b. Coordination with power company 11 1) After notification coordinate with the power company to: 12 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 13 lower the lines 14 c. No personnel may work within 6 feet of a high voltage line before the above 15 requirements have been met. 16 C. Confined Space Entry Program 17 1. Provide and follow approved Confined Space Entry Program in accordance with 18 OSHA requirements. 19 2. Confined Spaces include: 20 a. Manholes 21 b. All other confined spaces in accordance with OSHA's Permit Required for 22 Confined Spaces 23 D. Air Pollution Watch Days 24 1. General 25 a. Observe the following guidelines relating to working on City construction sites 26 on days designated as"AIR POLLUTION WATCH DAYS". 27 b. Typical Ozone Season 28 1) May 1 through October 31. 29 c. Critical Emission Time 30 1) 6:00 a.m.to 10:00 a.m. 31 2. Watch Days 32 a. The Texas Commission on Environmental Quality(TCEQ), in coordination 33 with the National Weather Service,will issue the Air Pollution Watch by 3:00 34 p.m.on the afternoon prior to the WATCH day. 35 b. Requirements 36 1) Begin work after 10:00 a.m. whenever construction phasing requires the 37 use of motorized equipment for periods in excess of I hour. 38 2) However,the Contractor may begin work prior to 10:00 a.m. if: 39 a) Use of motorized equipment is less than 1 hour,or 40 b) If equipment is new and certified by EPA as "Low Emitting", or 41 equipment burns Ultra Low Sulfur Diesel(ULSD),diesel emulsions, or 42 alternative fuels such as CNG. 43 E. TCEQ Air Permit 44 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 45 F. Use of Explosives,Drop Weight,Etc. 46 1. When Contract Documents permit on the project the following will apply: 47 a. Public Notification CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 1) Submit notice to City and proof of adequate insurance coverage,24 hours 2 prior to commencing. 3 2) Minimum 24 hour public notification in accordance with Section 0131 13 4 G. Water Department Coordination 5 1. During the construction of this project, it will be necessary to deactivate,for a 6 period of time, existing lines. The Contractor shall be required to coordinate with 7 the Water Department to determine the best times for deactivating and activating 8 those lines. 9 2. Coordinate any event that will require connecting to or the operation of an existing 10 City water line system with the City's representative. I 1 a. Coordination shall be in accordance with Section 33 12 25. 12 b. If needed, obtain a hydrant water meter fi•om the Water Department for use 13 during the life of named project. 14 c. In the event that a water valve on an existing live system be turned off and on 15 to accommodate the construction of the project is required, coordinate this 16 activity through the appropriate City representative. 17 1) Do not operate water line valves of existing water system. 18 a) Failure to comply will render the Contractor in violation of Texas Penal 19 Code Title 7,Chapter 28.03 (Criminal Mischief)and the Contractor 20 will be prosecuted to the full extent of the law. 21 b) In addition,the Contractor will assume all liabilities and 22 responsibilities as a result of these actions. 23 H. Public Notification Prior to Beginning Construction 24 1. Prior to beginning construction on any block in the project, on a block by block 25 basis,prepare and deliver a notice or flyer of the pending construction to the front 26 door of each residence or business that will be impacted by construction.The notice 27 shall be prepared as follows: 28 a. Post notice or flyer 7 days prior to beginning any construction activity on each 29 block in the project area. 30 1) Prepare flyer on the Contractor's letterhead and include the following 31 information: 32 a) Name of Project 33 b) City Project No(CPN) 34 c) Scope of Project(i.e.type of construction activity) 35 d) Actual construction duration within the block 36 e) Name of the contractor's foreman and phone number 37 f) Name of the City's inspector and phone number 38 g) City's after-hours phone number 39 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 40 A. 41 3) Submit schedule showing the construction start and finish time for each 42 block of the project to the inspector. 43 4) Deliver flyer to the City Inspector for review prior to distribution. 44 b. No construction will be allowed to begin on any block until the flyer is 45 delivered to all residents of the block. 46 1. Public Notification of Temporary Water Service Interruption during Construction CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 0135 13-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 1. In the event it becomes necessary to temporarily shut down water service to 2 residents or businesses during construction,prepare and deliver a notice or flyer of 3 the pending interruption to the front door of each affected resident. 4 2. Prepared notice as follows: 5 a. The notification or flyer shall be posted 24 hours prior to the temporary 6 interruption. 7 b. Prepare flyer on the contractor's letterhead and include the following 8 information: 9 1) Name of the project 10 2) City Project Number 11 3) Date of the interruption of service 12 4) Period the interruption will take place 13 5) Name of the contractor's foreman and phone number 14 6) Name of the City's inspector and phone number 15 c. A sample of the temporary water service interruption notification is attached as 16 Exhibit B. 17 d. Deliver a copy of the temporary interruption notification to the City inspector 18 for review prior to being distributed. 19 e. No interruption of water service can occur until the flyer has been delivered to 20 all affected residents and businesses. 21 f. Electronic versions of the sample flyers can be obtained from the Project 22 Construction Inspector. 23 J. Coordination with United States Army Corps of Engineers(USACE)and Trinity 24 River Vision Authority(TRVA) 25 1. At locations in the Project where construction activities occur in areas where 26 USACE permits are required, meet all requirements set forth in each designated 27 permit. 28 2. A portion of this project crosses the existing West Fork Trinity River Levee as 29 well as includes construction within the Trinity River Floodway.This area is 30 shown in the drawings between Sanitary Sewer Line A STA 0+00 to STA 4+24. 31 a. Contractor's submittals to the City for the work in this area will also be 32 reviewed by the USACE and TRVA prior to construction. 33 b. The Construction Progress Schedule shall include anticipated submittal 34 dates for all items within this area. 35 K. Coordination within Railroad Permit Areas 36 1. At locations in the project where construction activities occur in areas where 37 railroad permits are required,meet all requirements set forth in each designated 38 railroad permit. This includes,but is not limited to, provisions for: 39 a. Flagmen 40 b. Inspectors 41 c. Safety training 42 d. Additional insurance 43 e. Insurance certificates 44 f. Other employees required to protect the right-of-way and property of the 45 Railroad Company from damage arising out of and/or from the construction of 46 the project. Proper utility clearance procedures shall be used in accordance 47 with the permit guidelines. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 2. Obtain any supplemental information needed to comply with the railroad's 2 requirements. 3 3. Railroad Flagmen 4 a. Submit receipts to City for verification of working days that railroad flagmen 5 were present on Site. 6 L. Dust Control 7 1. Use acceptable measures to control dust at the Site. 8 a. If water is used to control dust,capture and properly dispose of waste water. 9 b. If wet saw cutting is performed,capture and properly dispose of slurry. 10 M. Employee Parking 11 1. Provide parking for employees at locations approved by the City. 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 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.13—Added requirement of compliance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines. 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit 24 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 i EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 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 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 1 EXHIBIT B 2 FORT WORTH Data: DOE NO.XXXX project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR 3 -- 4 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 01 45 23-1 TESTING AND INSPECTION SERVICES Page 1 of 3 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Modified 1.2.A.1—Clarified Measurement and Payment. 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-pe4orming,eovo r'inating, rent-of all 17 Quality!''.,,,trot testing 18 b. City is responsible fB"performing and. nt for-first set of Quality 19 Assurance testing. 20 1) if the first QualityAssur nee test pe4oFniied by the City fails,the 21 Gontr-aetor-is Fesponsible for payment of subsequent Quality 22 Ass,,...,nce testing until a passing test o 23 a) Final aceeptancewill not be issued by Cat until all required 24 payments foF testing by Contr-netor-have been paid in full. 25 c. City is responsible for performing and payment for first set of testing, 26 where indicated in the Specifications. 27 1) If the first test performed by the City fails,the Contractor is 28 responsible for payment of subsequent testing until a passing test 29 occurs. 30 a) Final acceptance will not be issued by City until all required 31 payments for testing by Contractor have been paid in full. 32 d. Contractor is responsible for performing,coordinating,and payment of all 33 re-testing,or where not specifically identified to be performed and paid for 34 by the City. 35 1.3 REFERENCES [NOT USED] 36 1.4 ADMINISTRATIVE REQUIREMENTS 37 A. Testing 38 1. Complete testing in accordance with the Contract Documents. 39 2. Coordination CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 3 1 a. When testing is required to be performed by the City, notify City,sufficiently 2 in advance,when testing is needed. 3 b. When testing is required to be completed by the Contractor,notify City, 4 sufficiently in advance,that testing will be performed. 5 3. Distribution of Testing Reports 6 a. Electronic Distribution 7 1) Confirm development of Project directory for electronic submittals to be 8 uploaded to City's Buzzsaw site,or another external FTP site approved by 9 the City. 10 2) Upload test reports to designated project directory and notify appropriate I I City representatives via email of submittal posting. 12 3) Hard Copies 13 a) 1 copy for all submittals Submitted to the Project Representative 14 b. Hard Copy Distribution(if required in lieu of electronic distribution) 15 1) Tests performed by City 16 a) Distribute 1 hard copy to the Contractor 17 2) Tests performed by the Contractor 18 a) Distribute 3 hard copies to City's Project Representative 19 4. Provide City's Project Representative with trip tickets for each delivered load of 20 Concrete or Lime material including the following information: 21 a. Name of pit 22 b. Date of delivery 23 c. Material delivered 24 B. Inspection 25 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 26 perform work in accordance with the Contract Documents. 27 1.5 SUBMITTALS [NOT USED] 28 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31 1.9 QUALITY ASSURANCE [NOT USED] 32 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 33 1.11 FIELD [SITE] CONDITIONS [NOT USED] 34 1.12 WARRANTY [NOT USED] 35 PART 2- PRODUCTS [NOT USED] 36 PART 3- EXECUTION [NOT USED] 37 END OF SECTION CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 014523-3 TESTING AND INSPECTION SERVICES Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 01 50 00-1 TEMPORARY FACILITIES AND CONTROLS — Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 L I 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 TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off-site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated,watertight,weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting,and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on-call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2- PRODUCTS [NOT USED] 17 PART 3- EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] /[RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work,to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 01 5526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification i 1 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. 39 1) Allow a minimum of 5 working days for permit review. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2) Contractor's responsibility to coordinate review of Traffic Control plans for 2 Street Use Permit,such that construction is not delayed. 3 C. Modification to Approved Traffic Control 4 1. Prior to installation traffic control: 5 a. Submit revised traffic control plans to City Department Transportation and 6 Public Works Department. 7 1) Revise Traffic Control plans in accordance with Section 34 71 13. 8 2) Allow minimum 5 working days for review of revised Traffic Control. 9 3) It is the Contractor's responsibility to coordinate review of Traffic Control 10 plans for Street Use Permit,such that construction is not delayed. 11 D. Removal of Street Sign 12 1. If it is determined that a street sign must be removed for construction,then contact 13 City Transportation and Public Works Department, Signs and Markings Division to 14 remove the sign. 15 E. Temporary Signage 16 1. In the case of regulatory signs,replace permanent sign with temporary sign meeting 17 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 18 Devices(MUTCD). 19 2. Install temporary sign before the removal of permanent sign. 20 3. When construction is complete,to the extent that the permanent sign can be 21 reinstalled,contact the City Transportation and Public Works Department, Signs 22 and Markings Division,to reinstall the permanent sign. 23 F. Traffic Control Standards 24 1. Traffic Control Standards can be found on the City's Buzzsaw website. 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] 34 PART 3- EXECUTION [NOT USED] 35 END OF SECTION 36 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 01 57 13-1 STORM WATER POLLUTION PREVENTION Page I of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0— Bidding Requirements,Contract Forms and Conditions of the 11 Contract 12 2. Division 1—General Requirements 13 3. Section 3125 00—Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent:NOI 24 2. Notice of Termination:NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change:NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification,unless a date is specifically cited. 32 2. Integrated Storm Management(iSWM)Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Server Relocations Revised July 1,2011 City Project No.00969 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 3125 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works,Environmental Division,(817)392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 3125 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division,(817)392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 3125 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division,(817)392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 0133 00,except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works,Environmental Division for review 48 B. Modified SWPPP CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 1. If the SWPPP is revised during construction,resubmit modified SWPPP to the City 2 in accordance with Section 013 3 00. 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2- PRODUCTS [NOT USED] i l PART 3- EXECUTION [NOT USED] 12 END OF SECTION 13 Revision Log DATE NAME SUMMARY OF CHANGE 14 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 01 58 13-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 E 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1—General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2- PRODUCTS 27 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 0158 13-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 'a. Constructed of/4-inch fir plywood,grade A-C(exterior)or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3- EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION i I A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 01 6000-1 PRODUCT REQUIREMENTS Page I of 2 i SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1—General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02-Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List,not all 26 products from that manufacturer are approved for use, including but not limited to,that 27 manufacturer's standard product. 28 E. See Section 0133 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION 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] fi CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List 7 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 a 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include,but are not necessarily limited to: 14 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 15 2. Division 1 —General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. 34 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 35 containers designed and constructed to protect the contents from physical or 36 environmental damage. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 5. Clearly and fully mark and identify as to manufacturer,item and installation 2 location. 3 6. Provide manufacturer's instructions for storage and handling. 4 B. Handling Requirements 5 1. Handle products or equipment in accordance with these Contract Documents and 6 manufacturer's recommendations and instructions. 7 C. Storage Requirements 8 1. Store materials in accordance with manufacturer's recommendations and 9 requirements of these Specifications. 10 2. Make necessary provisions for safe storage of materials and equipment. 11 a. Place loose soil materials and materials to be incorporated into Work to prevent 12 damage to any part of Work or existing facilities and to maintain free access at 13 all times to all parts of Work and to utility service company installations in 14 vicinity of Work. 15 3. Keep materials and equipment neatly and compactly stored in locations that will 16 cause minimum inconvenience to other contractors,public travel,adjoining owners, 17 tenants and occupants. 18 a. Arrange storage to provide easy access for inspection. 19 4. Restrict storage to areas available on construction site for storage of material and 20 equipment as shown on Drawings,or approved by City's Project Representative. 21 5. Provide off-site storage and protection when on-site storage is not adequate. 22 a. Provide addresses of and access to off-site storage locations for inspection by 23 City's Project Representative. 24 6. Do not use lawns,grass plots or other private property for storage purposes without 25 written permission of owner or other person in possession or control of premises. 26 7. Store in manufacturers' unopened containers. 27 8. Neatly, safely and compactly stack materials delivered and stored along line of 28 Work to avoid inconvenience and damage to property owners and general public 29 and maintain at least 3 feet from fire hydrant. 30 9. Keep public and private driveways and street crossings open. 31 10. Repair or replace damaged lawns,sidewalks, streets or other improvements to 32 satisfaction of City's Project Representative. 33 a. Total length which materials may be distributed along route of construction at 34 one time is 1,000 linear feet, unless otherwise approved in writing by City's 35 Project Representative. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR/RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD loR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged,used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 01 70 00-1 MOBILIZATION AND REMOBILIZATION Page I of 4 i SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel,equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation i l at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel,equipment,and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel,equipment,and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel,equipment,and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment,supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel,equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 01 7000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel,equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel,equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include,but are not necessarily limited to: 22 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 —General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under"Measurement"will be paid for at the unit 40 price per each"Specified Remobilization"in accordance with Contract 41 Documents. 42 c. The price shall include: 43 1) Demobilization as described in Section 1.1.A.2.a.1) 44 2) Remobilization as described in Section 1.1.A.2.a.2) 45 d. No payments will be made for standby,idle time,or lost profits associated this 46 Item. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 3. Remobilization for suspension of Work as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time,or lost profits associated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 11 b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under"Measurement"will be paid for at the unit 14 price per each"Work Order Mobilization"in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: 18 1) Mobilization as described in Section 1.1.A.3.a.1) 19 2) Demobilization as described in Section 1.1.A.3.a.2) 20 d. No payments will be made for standby,idle time,or lost profits associated this 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 a. Measurement 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work performed and materials furnished in accordance with this Item 28 and measured as provided under"Measurement"will be paid for at the unit 29 price per each"Work Order Emergency Mobilization"in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section 1.1.A.4.a) 34 2) Demobilization as described in Section 1.1.A.3.a.2) 35 d. No payments will be made for standby, idle time, or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] 44 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] CITY OF FORT WORTH TRY—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE 7 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 01 7123-1 CONSTRUCTION STAKING AND SURVEY Pagel of 5 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey to be provided by 7 the Contractor 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. 1.1.A.I—Survey to be provided by the Contractor. 10 2. 1.2.A.1.a.1—Item paid by lump sum. 11 3. 1.2.A.1.b.1—Item paid by lump sum price bid for"Construction Staking". 12 4. 1.2.A.2.a.1—Item paid by lump sum. 13 5. 1.2.A.2.b.1—Item paid by lump sum price bid for"Construction Survey". 14 6. 1.9.A.3.a—Contractor responsible for preserving and maintaining staking. 15 7. 1.9.13.1—Construction Survey performed by Contractor. 16 8. 1.9.B.2.d—Contractor responsible for replacing damaged control data. 17 9. 1.9.I3.1b—Contractor responsible for construction survey. 18 10. 1.9.B.3.d—Contractor shall be responsible for verifying control data. 19 11. 1.9.B.3.d.1-5—Clarified language for contractor to be responsible for verifying 20 benchmark and control data. 21 C. Related Specification Sections include,but are not necessarily limited to: 22 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 23 2. Division 1—General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Construction Staking 27 a. Measurement 28 1) Measurement for this item will be by lump sum. 29 b. Payment 30 1) The work performed and the materials furnished in accordance with this 31 Item will be paid for at the lump sum price bid for"Construction 32 Staking". 33 2. Construction Survey 34 a. Measurement 35 1) Measurement for this item will be by lump sum. 36 b. Payment 37 1) The work performed and the materials furnished in accordance with this 38 Item will be paid for at the lump sum price bid for"Construction 39 Survey". 1' CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary SeNver Relocations Revised December 20,2012 City Project No.00969 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 5 1 1.3 REFERENCES [NOT USED] 2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 3 1.5 SUBMITTALS 4 A. Submittals,if required,shall be in accordance with Section 0133 00. 5 B. All submittals shall be approved by the City prior to delivery. 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 7 A. Certificates 8 1. Provide certificate certifying that elevations and locations of improvements are in 9 conformance or non-conformance with requirements of the Contract Documents. 10 a. Certificate must be sealed by a registered professional land surveyor in the 11 State of Texas. 12 B. Field Quality Control Submittals 13 1. Documentation verifying accuracy of field engineering work. 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE 17 A. Construction Staking 18 1. Construction staking will be performed by the Contractor. 19 2. Coordination 20 a. It is the Contractor's responsibility to coordinate staking such that construction 21 activities are not delayed or negatively impacted. 22 3. General 23 a. Contractor is responsible for preserving and maintaining staking. 24 b. If in the opinion of the City, a sufficient number of stakes or markings have 25 been lost,destroyed or disturbed,by Contractor's neglect,such that the 26 contracted Work cannot take place,then the Contractor will be required to re- 27 stake the deficient areas. 28 B. Construction Survey 29 1. Construction Survey will be performed by the Contractor. 30 2. Coordination 31 a. Contractor to verify that control data established in the design survey remains 32 intact. 33 b. Coordinate with the City prior to field investigation to determine which 34 horizontal and vertical control data will be required for construction survey. 35 c. It is the Contractor's responsibility to coordinate Construction Survey such that 36 construction activities are not delayed or negatively impacted. 37 d. Contractor shall restore or replace all necessary control data damaged 38 during construction operations. 39 1) Contractor shall perform replacements and/or restorations. 40 3. General CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 5 1 a. Construction survey will be performed in order to maintain complete and 2 accurate logs of control and survey work as it progresses for Project Records. 3 b. The Contractor shall perform construction survey to obtain construction 4 features including,but not limited to,the following: 5 1) All Utility Lines 6 a) Rim and flowline elevations and coordinates for each manhole or 7 junction structure 8 2) Water Lines 9 a) Top of pipe elevations and coordinates for waterlines at the following 10 locations: 11 (1) Every 250 linear feet 12 (2) Horizontal and vertical points of inflection, curvature,etc. (All 13 Fittings) 14 (3) Cathodic protection test stations 15 (4) Sampling stations 16 (5) Meter boxes/vaults(All sizes) 17 (6) Fire lines 18 (7) Fire hydrants 19 (8) Gate valves 20 (9) Plugs,stubouts, dead-end lines 21 (10) Air Release valves(Manhole rim and vent pipe) 22 (11) Blow off valves(Manhole rim and valve lid) 23 (12) Pressure plane valves 24 (13) Cleaning wyes 25 (14) Casing pipe(each end) 26 b) Storm Sewer 27 (1) Top of pipe elevations and coordinates at the following locations: 28 (a) Every 250 linear feet 29 (b) Horizontal and vertical points of inflection,curvature,etc. 30 c) Sanitary Sewer 31 (1) Top of pipe elevations and coordinates for sanitary sewer lines at 32 the following locations: 33 (a) Every 250 linear feet 34 (b) Horizontal and vertical points of inflection, curvature,etc. 35 (c) Cleanouts 36 c. Construction survey will be performed in order to maintain complete and 37 accurate logs of control and survey work associated with meeting or exceeding 38 the line and grade required by these Specifications. 39 d. The Contractor shall perform construction survey and verify control data 40 including,but not limited to,the following: 41 1) Verification that established benchmarks and control are accurate. 42 2) Use of Benchmarks to furnish and maintain all reference lines and 43 grades for tunneling. 44 3) Use of lines and grades to establish the location of the Wipe. 45 4) Submit to the City copies of field notes,if requested, used to establish all 46 lines and grades and allow the City to check guidance system setup prior to 47 beginning each tunneling drive. 48 5) Provide access for the City,when requested,to verify the guidance system 49 and the line and grade of the carrier pipe on a daily basis. 50 6) The Contractor remains fully responsible for the accuracy of the work and 51 the correction of it,as required. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 5 1 7) Monitor line and grade continuously during construction. 2 8) Record deviation with respect to design line and grade once at each pipe 3 joint and submit daily records to City. 4 9) If the installation does not meet the specified tolerances, immediately notify 5 the City and correct the installation in accordance with the Contract 6 Documents. 7 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2- PRODUCTS [NOT USED] 11 PART 3- EXECUTION 12 3.1 INSTALLERS [NOT USED] 13 3.2 EXAMINATION[NOT USED] 14 3.3 PREPARATION [NOT USED] 15 3.4 APPLICATION 16 3.5 REPAIR/RESTORATION [NOT USED] 17 3.6 RE-INSTALLATION [NOT USED] 18 3.7 FIELD [ou] SITE QUALITY CONTROL 19 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 20 City in accordance with this Specification. 21 B. Do not change or relocate stakes or control data without approval from the City. 22 3.8 SYSTEM STARTUP [NOT USED] 23 3.9 ADJUSTING [NOT USED] 24 3.10 CLEANING [NOT USED] 25 3.11 CLOSEOUT ACTIVITIES [NOT USED] 26 3.12 PROTECTION [NOT USED] 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 5 1 END OF SECTION 2 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 3 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 017423-1 CLEANING Page 1 of 4 1 SECTION 0174 23 2 CLEANING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Section 32 92 13—Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS[INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE,AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 01 7423-2 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 [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3- EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits,oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. 33 6. Handle materials in a controlled manner with as few handlings as possible. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 01 7423-3 CLEANING Page 3 of 4 1 7. Thoroughly clean,sweep,wash and polish all Work and equipment associated with 2 this project. 3 8. Remove all signs of temporary construction and activities incidental to construction 4 of required permanent Work. 5 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to 6 have the cleaning completed at the expense of the Contractor. 7 10. Do not burn on-site. 8 B. Intermediate Cleaning during Construction 9 1. Keep Work areas clean so as not to hinder health,safety or convenience of 10 personnel in existing facility operations. 11 2. At maximum weekly intervals,dispose of waste materials,debris and rubbish. 12 3. Confine construction debris daily in strategically located container(s): 13 a. Cover to prevent blowing by wind 14 b. Store debris away from construction or operational activities 15 c. Haul from site at a minimum of once per week 16 4. Vacuum clean interior areas when ready to receive finish painting. 17 a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance. 18 5. Prior to storm events,thoroughly clean site of all loose or unsecured items,which 19 may become airborne or transported by flowing water during the storm. 20 C. Interior Final Cleaning 21 1. Remove grease,mastic,adhesives,dust,dirt,stains,fingerprints,labels and other 22 foreign materials from sight-exposed surfaces. 23 2. Wipe all lighting fixture reflectors,lenses,lamps and trims clean. 24 3. Wash and shine glazing and mirrors. 25 4. Polish glossy surfaces to a clear shine. 26 5. Ventilating systems 27 a. Clean permanent filters and replace disposable filters if units were operated 28 during construction. 29 b. Clean ducts,blowers and coils if units were operated without filters during 30 construction. 31 6. Replace all burned out lamps. 32 7. Broom clean process area floors. 33 8. Mop office and control room floors. 34 D. Exterior(Site or Right of Way)Final Cleaning 35 1. Remove trash and debris containers from site. 36 a. Re-seed areas disturbed by location of trash and debris containers in accordance 37 with Section 32 92 13. 38 2. Sweep roadway to remove all rocks,pieces of asphalt,concrete or any other object 39 that may hinder or disrupt the flow of traffic along the roadway. 40 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 41 junction boxes and inlets. 42 4. If no longer required for maintenance of erosion facilities,and upon approval by 43 City,remove erosion control from site. 44 5. Clean signs, lights,signals,etc. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July I,2011 City Project No.00969 017423-4 CLEANING Page 4 of 4 1 3.11 CLOSEOUT ACTIVITIES [NOT USED] 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACHMENTS [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE 7 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 0177 19-1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 SECTION 0177 19 2 CLOSEOUT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees,Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees,bonds, 20 certificates,licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. r' CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 01 77 19-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 0178 39 11 2. Operation and Maintenance Data, if required,in accordance with Section 0178 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 TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 01 77 19-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory,the City will issue a Notice of Project Completion(Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report(if required) 11 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions,City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR/RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE 29 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 01 78 23-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers(to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 0133 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 '/2 inches x 11 inches 34 b. Paper 35 1) 40 pound minimum,white,for typed pages 36 2) Holes reinforced with plastic,cloth or metal 37 c. Text: Manufacturer's printed data,or neatly typewritten CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 017823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab,bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product,or each piece of operating 5 equipment. 6 1) Provide typed description of product,and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title"OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject hatter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used,correlate the data into related consistent 19 groupings. 20 4. If available,provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor,name of responsible principal,address and telephone number 24 b. A list of each product required to be included,indexed to content of the volume 25 c. List,with each product: 26 1) The name,address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text,as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content,for architectural products, applied materials and finishes: 8 a. Manufacturer's data,giving full information on products 9 1) Catalog number, size,composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content,for moisture protection and weather exposure products: 18 a. Manufacturer's data,giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection,maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content,for each unit of equipment and system,as appropriate: 26 a. Description of unit and component parts 27 1) Function,normal operating characteristics and limiting conditions 28 2) Performance curves,engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up,break-in,routine and normal operating instructions 32 2) Regulation,control,stopping,shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly,repair and reassembly 39 4) Alignment,adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH TRY—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 017823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers,with location and function of each valve 2 j. List of original manufacturer's spare parts,manufacturer's current prices,and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content,for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function,normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards I 1 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to"trouble shooting" 22 3) Disassembly,repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts,manufacturer's current prices,and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.1—title of section removed 8 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July t,2011 City Project No.00969 01 78 39-1 PROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection,deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records,make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work,both concealed and 4 visible,to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case,provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed,secure from the City,at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection,provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3- EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS -JOB SET". CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 01 7839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time,the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 7123, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil(not ink or indelible pencil),clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a"cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes,use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits,circuits,piping, 23 ducts,and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor,subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch,the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor,subject to the 33 City's approval. 34 2) Show,by symbol or note,the vertical location of the Item("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where,in the City's judgment,conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents,coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction,and the actual location of items. 48 c. Call attention to each entry by drawing a"cloud" around the area or areas 49 affected. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 017839-4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 d. Make changes neatly,consistently and with the proper media to assure 2 longevity and clear reproduction. 3 2. Transfer of data to other Documents 4 a. If the Documents, other than Drawings, have been kept clean during progress of 5 the Work,and if entries thereon have been orderly to the approval of the City, 6 the job set of those Documents,other than Drawings,will be accepted as final 7 Record Documents. 8 b. If any such Document is not so approved by the City,secure a new copy of that 9 Document from the City at the City's usual charge for reproduction and 10 handling,and carefully transfer the change data to the new copy to the approval 11 of the City. 12 3.5 REPAIR/RESTORATION [NOT USED] 13 3.6 RE-INSTALLATION [NOT USED] 14 3.7 FIELD [oR] SITE 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 Revision Log DATE NAME SUMMARY OF CHANGE 24 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 0241 14-1 UTILITY REMOVAL/ABANDONMENT Page I of 18 1 OSECTION 02 4114 2 UTILITY REMOVAL/ABANDONMENT 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Direction for the removal,abandonment or salvaging of the following utilities: 7 a. Cathodic Protection Test Stations 8 b. Water Lines 9 c. Gate Valves 10 d. Water Valves 11 e. Fire Hydrants 12 f. Water Meters and Meter Box 13 g. Water Sampling Station 14 h. Concrete Water Vaults 15 i. Sanitary Sewer Lines 16 j. Sanitary Sewer Manholes 17 k. Sanitary Sewer Junction Boxes 18 1. Storm Sewer Lines 19 m. Storm Sewer Manhole Risers 20 n. Storm Sewer Junction Boxes 21 o. Storm Sewer Inlets 22 p. Box Culverts 23 q. Headwalls and Safety End Treatments 24 r. Trench Drains 25 B. Deviations from this City of Fort Worth Standard Specification 26 1. Added 1.2.C.4—Measurement and Payment for Abandonment of Sanitary 27 Sewer Junction Structure. 28 2. Added 1.2.C.5—Measurement and Payment for Plugging of Sanitary Sewer 29 Junction Structure. 30 3. Added 1.5.A&B—General Submittal Requirements. 31 4. Added 1.6.A.1—Provide shop drawings for procedures related to abandoning 32 of sanitary sewer *unction structures in and adjacent to the existing levee. 33 5. Added 1.6.A.2—Added requirement for contractor to submit calculations for 34 anticipated grout installation. 35 6. Added 1.6.A.3—Added requirement for daily reporting of grout volumes, 36 pressures, problems,etc. 37 7. Added 3.4.C.3.a.1 —Indicating Select Fill is required within floodwav and 38 future bypass channel. 39 8. Added 3.4.C.4.b.1—Indicating Select Fill is required within floodwav and 40 future bypass channel. 41 9. Added 3.4.C.5.a.I —Indicating Select Fill is required within floodwav and 42 future bypass channel. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 0241 14-2 UTILITY REMOVAL/ABANDONMENT Page 2 of 18 1 10. Added 3.4.C.6—Procedures for abandoning sanitary sewer junction 2 structures. 3 11. Added 3.4.C.7—Procedures for pluuing existin1l sanitary sewer junction 4 structure. 5 C. Related Specification Sections include, but are not necessarily limited to: 6 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 7 2. Division 1 —General Requirements 8 3. Section 03 34 13—Controlled Low Strength Material(CLSM) 9 4. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 10 5. Section 33 05 24—Installation of Carrier Pipe in Casing or Tunnel Liner Plate 11 6. Section 33 11 11 —Ductile Iron Fittings 12 7. Section 33 11 13—Concrete Pressure Pipe,Bar-wrapped, Steel Cylinder Type 13 8. Section 33 11 14—Buried Steel Pipe and Fittings 14 9. Section 33 12 25—Connection to Existing Water Mains 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Utility Lines 17 1. Abandonment of Utility Line by Grouting 18 a. Measurement 19 1) Measurement for this Item shall be per cubic yard of existing utility line to 20 be grouted. Measure by tickets showing cubic yards of grout applied. 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 per cubic yard of"Line Grouting"for: 25 a) Various types of utility line 26 c. The price bid shall include: 27 1) Low density cellular grout or CLSM 28 2) Water 29 3) Pavement removal 30 4) Excavation 31 5) Hauling 32 6) Disposal of excess materials 33 7) Furnishing, placement and compaction of backfll 34 8) Clean-up 35 2. Utility Line Removal, Separate Trench 36 a. Measurement 37 1) Measurement for this Item shall be per linear foot of existing utility line to 38 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 linear foot of"Remove Line"for: 43 a) Various types of existing utility line 44 b) Various sizes 45 c. The price bid shall include: CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 0241 14-3 UTILITY REMOVAL/ABANDONMENT Page 3 of 18 1 1) Removal and disposal of existing utility pipe 2 2) Pavement removal 3 3) Excavation 4 4) Hauling 5 5) Disposal of excess materials 6 6) Furnishing,placement and compaction of backfill 7 7) Clean-up 8 3. Utility Line Removal, Same Trench 9 a. Measurement 10 1) This Item is considered subsidiary the proposed utility line being installed. 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item 13 are subsidiary to the installation of proposed utility pipe and shall be 14 subsidiary to the unit price bid per linear foot of pipe complete in place, and 15 no other compensation will be allowed. 16 4. Manhole Abandonment 17 a. Measurement 18 1) Measurement for this Item will be per each manhole to be abandoned. 19 b. Payment 20 1) The work performed and materials furnished in accordance with this Item 21 and measured as provided under"Measurement"shall be paid for at the 22 unit price bid per each"Abandon Manhole"for: 23 a) Various diameters 24 b) Various types 25 c. The price bid shall include: 26 1) Removal and disposal of manhole cone 27 2) Removal, salvage and delivery of frame and cover to City, if applicable 28 3) Cutting and plugging of existing sewer lines 29 4) Concrete 30 5) Acceptable material for backfilling manhole void 31 6) Pavement removal 32 7) Excavation 33 8) Hauling 34 9) Disposal of excess materials 35 10) Furnishing,placement and compaction of backfill 36 11) Surface restoration 37 12) Clean-up 38 5. Cathodic Test Station Abandonment 39 a. Measurement 40 1) Measurement for this Item will be per each cathodic test station to be 41 abandoned. 42 b. Payment 43 1) The work performed and materials furnished in accordance with this Item 44 and measured as provided under"Measurement"shall be paid for at the 45 unit price bid per each"Abandon Cathodic Test Station". 46 c. The price bid shall include: 47 1) Abandon cathodic test station 48 2) CLSM 49 3) Pavement removal CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 0241 14-4 UTILITY REMOVAL/ABANDONMENT Page 4 of 18 1 4) Excavation 2 5) Hauling 3 6) Disposal of excess materials 4 7) Furnishing,placement and compaction of backfill 5 8) Clean-up 6 B. Water Lines and Appurtenances 7 1. Installation of a Water Line Pressure Plug 8 a. Measurement 9 1) Measurement for this Item shall be per each pressure plug to be installed. 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 unit price bid for each"Pressure Plug" installed for: 14 a) Various sizes 15 c. The price bid shall include: 16 1) Furnishing and installing pressure plug 17 2) Pavement removal 18 3) Excavation 19 4) Hauling 20 5) Disposal of excess material 21 6) Gaskets 22 7) Bolts and Nuts 23 8) Furnishing,placement and compaction of embedment 24 9) Furnishing,placement and compaction of backfill 25 10)Disinfection 26 11) Testing 27 12) Clean-up 28 2. Abandonment of Water Line by Cut and installation of Abandonment Plug 29 a. Measurement 30 1) Measurement for this Item shall be per each cut and abandonment plug 31 installed. 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 for each"Water Abandonment Plug"installed for: 36 a) Various sizes 37 c. The price bid shall include: 38 1) Furnishing and installing abandonment plug 39 2) Pavement removal 40 3) Excavation 41 4) Hauling 42 5) CLSM 43 6) Disposal of excess material 44 7) Furnishing, placement and compaction of backfill 45 8) Clean-up 46 3. Water Valve Removal 47 a. Measurement 48 1) Measurement for this Item will be per each water valve to be removed. 49 b. Payment CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 0241 14-5 UTILITY REMOVAL/ABANDONMENT Page 5 of 18 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under"Measurement"shall be paid for at the 3 unit price bid per each"Remove Water Valve"for: 4 a) Various sizes 5 c. The price bid shall include: 6 1) Removal and disposal of valve 7 2) CLSM 8 3) Pavement removal 9 4) Excavation 10 5) Hauling 11 6) Disposal of excess materials 12 7) Furnishing, placement and compaction of backfill 13 8) Clean-up 14 4. Water Valve Removal and Salvage 15 a. Measurement 16 1) Measurement for this Item will be per each water valve to be removed and 17 salvaged. 18 b. Payment 19 1) The work performed and materials furnished in accordance with this Item 20 and measured as provided under"Measurement"shall be paid for at the 21 unit price bid per each"Salvage Water Valve"for: 22 a) Various sizes 23 c. The price bid shall include: 24 1) Removal and Salvage of valve 25 2) CLSM 26 3) Delivery to City 27 4) Pavement removal 28 5) Excavation 29 6) Hauling 30 7) Disposal of excess materials 31 8) Furnishing,placement and compaction of backfill 32 9) Clean-up 33 5. Water Valve Abandonment 34 a. Measurement 35 1) Measurement for this Item will be per each water valve to be abandoned. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under"Measurement"shall be paid for at the 39 unit price bid per each"Abandon Water Valve"for: 40 a) Various Sizes 41 c. The price bid shall include: 42 1) Abandonment of valve 43 2) CLSM 44 3) Pavement removal 45 4) Excavation 46 5) Hauling 47 6) Disposal of excess materials 48 7) Furnishing,placement and compaction of backfill 49 8) Clean-up CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 0241 14-6 UTILITY REMOVAL/ABANDONMENT Page 6 of 18 1 6. Fire Hydrant Removal and Salvage 2 a. Measurement 3 1) Measurement for this Item will be per each fire hydrant to be removed. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 and measured as provided under"Measurement"shall be paid for at the 7 unit price bid per each"Salvage Fire Hydrant". 8 c. The price bid shall include: 9 1) Removal and salvage of fire hydrant 10 2) Delivery to City 11 3) Pavement removal 12 4) Excavation 13 5) Hauling 14 6) Disposal of excess materials 15 7) Furnishing,placement and compaction of backffll 16 8) Clean-up 17 7. Water Meter Removal and Salvage 18 a. Measurement 19 1) Measurement for this Item will be per each water meter to be removed and 20 salvaged. 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 each"Salvage Water Meter"for: 25 a) Various sizes 26 2) If a"Water Meter Service Relocate"is performed in accordance with 27 Section 33 12 10,removal and salvage or disposal of the existing(2-inch or 28 smaller)water meter shall be subsidiary to the cost of the"Water Meter 29 Service Relocate",no other compensation will be allowed. 30 c. The price bid shall include: 31 1) Removal and salvage of water meter 32 2) Delivery to City 33 3) Pavement removal 34 4) Excavation 35 5) Hauling 36 6) Disposal of excess materials 37 7) Furnishing, placement and compaction of backfill 38 8) Clean-up 39 8. Water Sampling Station Removal and Salvage 40 a. Measurement 41 1) Measurement for this Item will be per each water sampling station to be 42 removed. 43 b. Payment 44 1) The work performed and materials furnished in accordance with this Item 45 and measured as provided under"Measurement"shall be paid for at the 46 unit price bid per each"Salvage Water Sampling Station'. 47 c. The price bid shall include: 48 1) Removal and salvage of water sampling station 49 2) Delivery to City CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 0241 14-7 UTILITY REMOVAL/ABANDONMENT Page 7 of 18 1 3) Pavement removal 2 4) Excavation 3 5) Hauling 4 6) Disposal of excess materials 5 7) Furnishing, placement and compaction of backfill 6 8) Clean-up 7 9. Concrete Water Vault Removal 8 a. Measurement 9 1) Measurement for this Item will be per each concrete water vault to be 10 removed. 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item 13 and measured as provided under"Measurement"shall be paid for at the 14 unit price bid per each"Remove Concrete Water Vault". 15 c. The price bid shall include: 16 1) Removal and disposal of concrete water vault 17 2) Removal, salvage and delivery of frame and cover to City, if applicable 18 3) Removal, salvage and delivery of any valves to City, if applicable 19 4) Removal, salvage and delivery of any water meters to City, if applicable 20 5) Pavement removal 21 6) Excavation 22 7) Hauling 23 8) Disposal of excess materials 24 9) Furnishing,placement and compaction of backfill 25 10) Clean-up 26 C. Sanitary Sewer Lines and Appurtenances 27 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug 28 a. Measurement 29 1) Measurement for this Item shall be per each cut and abandonment plug 30 installed. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under"Measurement"shall be paid for at the 34 unit price bid for each"Sewer Abandonment Plug"for: 35 a) Various sizes 36 c. The price bid shall include: 37 1) Furnishing and installing abandonment plug 38 2) Pavement removal 39 3) Excavation 40 4) Hauling 41 5) CLSM 42 6) Disposal of excess material 43 7) Furnishing, placement and compaction of backfill 44 8) Clean-up 45 2. Sanitary Sewer Manhole Removal 46 a. Measurement 47 1) Measurement for this Item will be per each sanitary sewer manhole to be 48 removed. 49 b. Payment CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 024114-8 UTILITY REMOVAL/ABANDONMENT Page 8 of 18 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under"Measurement"shall be paid for at the 3 unit price bid per each"Remove Sewer Manhole"for: 4 a) Various diameters 5 c. The price bid shall include: 6 1) Removal and disposal of manhole 7 2) Removal, salvage and delivery of frame and cover to City, if applicable 8 3) Cutting and plugging of existing sewer lines 9 4) Pavement removal 10 5) Excavation 11 6) Hauling 12 7) Disposal of excess materials 13 8) Furnishing,placement and compaction of backfill 14 9) Clean-up 15 3. Sanitary Sewer Junction Structure Removal 16 a. Measurement 17 1) Measurement for this Item will be per each sanitary sewer junction 18 structure being removed. 19 b. Payment 20 1) The work performed and materials furnished in accordance with this Item 21 and measured as provided under"Measurement"shall be paid for at the 22 lump sum bid per each"Remove Sewer Junction Box" location. 23 c. The price bid shall include: 24 1) Removal and disposal of junction box 25 2) Removal, salvage and delivery of frame and cover to City. 26 3) Pavement removal 27 4) Excavation 28 5) Hauling 29 6) Disposal of excess materials 30 7) Furnishing,placement and compaction of backfill 31 8) Clean-up 32 4. Sanitary Sewer Junction Structure Abandonment 33 a. Measurement 34 1) Measurement for this Item will be per each sanitary sewer junction 35 structure beinIZ abandoned. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this 38 Item and measured as provided under"Measurement"shall be paid 39 for at the unit price bid per each"Abandon Sanitary Sewer Junction 40 Structure"location. 41 c. The price bid shall include: 42 1) Removal and disposal of the junction box top and walls to 2' below 43 natural11round 44 2) Removal, salva:?e and delivery of frame and cover to City. 45 3) Pavement removal 46 4) Excavation 47 5) Hauling 48 6) Disposal of excess materials 49 7) Grout filling of structure CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 0241 14-9 UTILITY REMOVAL/ABANDONMENT Page 9 of 18 1 8) Furnishing, placement and compaction of backfill 2 9) Clean-up 3 5. Sanitary Sewer Junction Structure Plug 4 a. Measurement 5 1) Measurement for this Item shall be per each sanitary sewer *unction 6 structure plug to be installed. 7 b. Payment 8 1) The work performed and materials furnished in accordance with this 9 Item and measured as provided under"Measurement"shall be paid 10 for at the unit price bid per each"Plug Sanitary Sewer Junction 11 Structure". 12 c. The price bid shall include: 13 1) Furnishing and installing materials for plug 14 2) Provisions for controlling sanitary sewer flow during installation and 15 curing of plug 16 3) Pavement removal 17 4) Excavation 18 5) Hauling 19 6) Disposal of excess material 20 7) Furnishing,placement and compaction of backfill 21 8) Clean-up 22 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 b. Payment 47 1) The work performed and materials furnished in accordance with this Item 48 and measured as provided under"Measurement"shall be paid for at the 49 unit price bid per each"Remove Manhole Riser"for: CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 0241 14-10 UTILITY REMOVAL/ABANDONMENT Page 10 of]8 1 a) Various sizes 2 c. The price bid shall include: 3 1) Removal and disposal of manhole 4 2) Removal, salvage and delivery of frame and cover to City, if applicable 5 3) Pavement removal 6 4) Excavation 7 5) Hauling 8 6) Disposal of excess materials 9 7) Furnishing,placement and compaction of backfill 10 8) Clean-up 11 3. Storm Sewer Junction Box Removal 12 a. Measurement 13 1) Measurement for this Item will be per each storm sewer junction structure 14 to be removed. 15 b. Payment 16 1) The work performed and materials furnished in accordance with this Item 17 and measured as provided under"Measurement"shall be paid for at the 18 unit price bid per each"Remove Storm Junction Box"for: 19 a) Various sizes 20 c. The price bid shall include: 21 1) Removal and disposal of junction box 22 2) Removal, salvage and delivery of frame and cover to City, if applicable 23 3) Pavement removal 24 4) Excavation 25 5) Hauling 26 6) Disposal of excess materials 27 7) Furnishing,placement and compaction of backfill 28 8) Clean-up 29 4. Storm Sewer Junction Structure Removal 30 a. Measurement 31 1) Measurement for this Item will be per each storm sewer junction structure 32 being removed. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 and measured as provided under"Measurement"shall be paid for at the 36 lump sum bid per each"Remove Storm Junction Structure" location. 37 c. The price bid shall include: 38 1) Removal and disposal of junction Structure 39 2) Removal,salvage and delivery of frame and cover to City, if applicable 40 3) Pavement removal 41 4) Excavation 42 5) Hauling 43 6) Disposal of excess materials 44 7) Furnishing, placement and compaction of backfill 45 8) Clean-up 46 5. Storm Sewer Inlet Removal 47 a. Measurement 48 1) Measurement for this Item will be per each storm sewer inlet to be 49 removed. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 0241 14-11 UTILITY REMOVAL/ABANDONMENT Page l l of 18 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under"Measurement"shall be paid for at the 4 - unit price bid per each"Remove Storm Inlet"for: 5 a) Various types 6 b) Various sizes 7 c. The price bid shall include: 8 1) Removal and disposal of inlet 9 2) Pavement removal 10 3) Excavation 11 4) Hauling 12 5) Disposal of excess materials 13 6) Furnishing, placement and compaction of backfill 14 7) Clean-up 15 6. Storm Sewer Junction Box Removal 16 a. Measurement 17 1) Measurement for this Item shall be per linear foot of existing storm sewer 18 box to be removed. 19 b. Payment 20 1) The work performed and materials furnished in accordance with this Item 21 and measured as provided under"Measurement"shall be paid for at the 22 unit price bid per linear foot of"Remove Storm Junction Box"for all sizes. 23 c. The price bid shall include: 24 1) Removal and disposal of Storm Sewer Box 25 2) Pavement removal 26 3) Excavation 27 4) Hauling 28 5) Disposal of excess materials 29 6) Furnishing,placement and compaction of backfill 30 7) Clean-up 31 7. Headwall/SET Removal 32 a. Measurement 33 1) Measurement for this Item will be per each headwall or safety end 34 treatment(SET)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 Headwall/SET". 39 c. The price bid shall include: 40 1) Removal and disposal of Headwall/SET 41 2) Pavement removal 42 3) Excavation 43 4) Hauling 44 5) Disposal of excess materials 45 6) Furnishing, placement and compaction of backfill 46 7) Clean-up 47 8. Trench Drain Removal 48 a. Measurement CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 0241 14-12 UTILITY REMOVAL/ABANDONMENT Page 12 of 18 1 1) Measurement for this Item shall be per linear foot of storm sewer trench 2 drain to be removed. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 and measured as provided under"Measurement"shall be paid for at the 6 unit price bid per linear foot of"Remove Trench Drain'for: 7 a) Various sizes 8 c. The price bid shall include: 9 1) Removal and disposal of storm sewer line 10 2) Pavement removal 11 3) Excavation 12 4) Hauling 13 5) Disposal of excess materials 14 6) Furnishing,placement and compaction of backfill 15 7) Clean-up 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Coordination 19 1. Contact Inspector and the Water Department Field Operation Storage Yard for 20 coordination of salvage material return. 21 1.5 SUBMITTALS 22 A. Submittals shall be in accordance with Section 0133 00. 23 B. All submittals shall be approved by the City prior to delivery. 24 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 25 A. Shop Drawings 26 1. Provide a description of the procedures for abandonment of sanitary sewer 27 junction structures in,and adiacent to the existing levee in accordance with the 28 drawings. 29 2. For function structure abandonments within or adiacent to existin;;levees, 30 submit calculations indicatinl4 anticipated volumes of Isrout to be pumped for 31 each application and reach grouted. 32 3. Reports and Records: 33 a. Maintain and submit daily logs of 14routin14 operations,includin14: 34 1) Grouting locations, pressures,volumes,lZrout mix pumped, time of 35 pumpinll,and any problems or unusual observations on lol;s. 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. Storage and Handling Requirements CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 0241 14-13 UTILITY REMOVAL/ABANDONMENT Page 13 of 18 1 1. Protect and salvage all materials such that no damage occurs during delivery to the 2 City. 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] 5 PART 2- PRODUCTS 6 2.1 OWNER-FURNISHED [oa] OWNER-SUPPLIED PRODUCTS [NOT USED] 7 2.2 MATERIALS 8 2.3 ACCESSORIES [NOT USED] 9 2.4 SOURCE QUALITY CONTROL [NOT USED] 10 PART 3- EXECUTION 11 3.1 INSTALLERS [NOT USED] 12 3.2 EXAMINATION [NOT USED] 13 3.3 PREPARATION [NOT USED] 14 3.4 REMOVAL,SALVAGE,AND ABANDONMENT 15 A. General 16 1. Manhole Abandonment 17 a. All manholes that are to be taken out of service are to be removed unless 18 specifically requested and/or approved by City. 19 b. Excavate and backfill in accordance with Section 33 05 10. 20 c. Remove and salvage manhole frame and cover as coordinated with City. 21 d. Deliver salvaged material to the City. 22 e. Cut and plug sewer lines to be abandoned. 23 f. Backfill manhole void in accordance with City Standard Details. 24 B. Water Lines and Appurtenances 25 1. Water Line Pressure Plugs 26 a. Ductile Iron Water Lines 27 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 28 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance 29 with Section 33 11 11. 30 3) Perform Cut and Plug in accordance with Section 33 12 25. 31 b. PVC C900 and C905 Water Lines 32 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 33 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance 34 with Section 33 11 11. 35 3) Perform Cut and Plug in accordance with Section 33 12 25. 36 c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines 37 1) Excavate, embed, and backfill in accordance with Section 33 05 10 38 2) Plug using: CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 0241 14-14 UTILITY REMOVAL/ABANDONMENT Page 14 of 18 1 a) A fabricated plug restrained by welding or by a Snap Ring in 2 accordance with Section 33 11 13; or 3 b) A blind flange in accordance with Section 33 11 13 4 3) Perform Cut and Plug in accordance with Section 33 12 25. 5 d. Buried Steel Water Lines 6 1) Excavate,embed, and backfill in accordance with Section 33 05 10. 7 2) Plug using: 8 a) A fabricated plug restrained by welding in accordance with Section 33 9 11 14;or 10 b) A blind flange in accordance with Section 33 11 14 11 3) Perform Cut and Plug in accordance with Section 33 12 25. 12 2. Water Line Abandonment Plug 13 a. Excavate and backfill in accordance with Section 33 05 10. 14 b. Plug with CLSM in accordance with Section 03 34 13. 15 3. Water Line Abandonment by Grouting 16 a. Excavate and backfill in accordance with Section 33 05 10. 17 b. Dewater from existing line to be grouted. 18 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 19 or CLSM in accordance with 03 34 13. 20 d. Dispose of any excess material. 21 4. Water Line Removal 22 a. Excavate and backfill in accordance with Section 33 05 10. 23 b. Cut existing line from the utility system prior to removal. 24 c. Cut any services prior to removal. 25 d. Remove existing pipe line and properly dispose as approved by City. 26 5. Water Valve Removal 27 a. Excavate and backfill in accordance with Section 33 05 10. 28 b. Remove and dispose of valve bonnet,wedge and stem. 29 c. Fill valve body with CLSM in accordance with Section 03 34 13. 30 6. Water Valve Removal and Salvage 31 a. Excavate and backfill in accordance with Section 33 05 10. 32 b. Remove valve bonnet,wedge and stem. 33 c. Deliver salvaged material to the Water Department Field Operation Storage 34 Yard. 35 d. Protect salvaged materials from damage. 36 e. Fill valve body with CLSM in accordance with Section 03 34 13. 37 7. Water Valve Abandonment 38 a. Excavate and backfill in accordance with Section 33 05 10. 39 b. Remove the top 2 feet of the valve stack and any valve extensions. 40 c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13. 41 8. Fire Hydrant Removal and Salvage 42 a. Excavate and backfill in accordance with Section 33 05 10. 43 b. Remove Fire Hydrant. 44 c. Place abandonment plug on fire hydrant lead line. 45 d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage 46 Yard. 47 e. Protect salvaged materials from damage. 48 9. Water Meter Removal and Salvage CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 0241 14-15 UTILITY REMOVAL/ABANDONMENT Page 15 of 18 1 a. Remove and salvage water meter. 2 b. Return salvaged meter to Project Representative. 3 c. City will provide replacement meter for installation. 4 d. Meter Box and Lid 5 1) Remove and salvage cast iron meter box lid. 6 2) Remove and dispose of any non-cast iron meter box lid. 7 3) Return salvaged material to the Water Department Field Operation Storage 8 Yard. 9 4) Remove and dispose of meter box. 10 10. Water Sample Station Removal and Salvage I 1 a. Remove and salvage existing water sample station. 12 b. Deliver salvaged material to the Water Department Field Operation Storage 13 Yard. 14 11. Concrete Water Vault Removal 15 a. Excavate and backfill in accordance with Section 33 05 10. 16 b. Remove and salvage vault lid. 17 c. Remove and salvage valves. 18 d. Remove and salvage meters. 19 e. Deliver salvaged material to the Water Department Field Operation Storage 20 Yard. 21 £ Remove and dispose of any piping or other appurtenances. 22 g. Demolish and remove entire concrete vault. 23 h. Dispose of all excess materials. 24 12. Cathodic Test Station Abandonment 25 a. Excavate and backfill in accordance with Section 33 05 10 26 b. Remove the top 2 feet of the cathodic test station stack and contents. 27 c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. 28 C. Sanitary Sewer Lines and Appurtenances 29 1. Sanitary Sewer Line Abandonment Plug 30 a. Excavate and backfill in accordance with Section 33 05 10. 31 b. Remove and dispose of any sewage. 32 c. Plug with CLSM in accordance with Section 03 34 13. 33 2. Sanitary Sewer Line Abandonment by Grouting 34 a. Excavate and backfill in accordance with Section 33 05 10. 35 b. Dewater and dispose of any sewage from the existing line to be grouted. 36 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 37 or CLSM in accordance with 03 34 13. 38 d. Dispose of any excess material. 39 3. Sanitary Sewer Line Removal 40 a. Excavate and backfill in accordance with Section 33 05 10. 41 1) Removals within the existing floodway or future bypass channel shall 42 be backfilled with Select Fill in accordance with Section 33 05 10 and 43 as indicated in the drawings. 44 b. Cut existing line from the utility system prior to removal. 45 c. Cut any services prior to removal. 46 d. Remove existing pipe line and properly dispose as approved by City. 47 4. Sanitary Sewer Manholes Removal CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 0241 14-16 UTILITY REMOVAL/ABANDONMENT Page 16 of 18 1 a. All sanitary sewer manholes that are to be taken out of service are to be 2 removed unless specifically requested and/or approved by City. 3 b. Excavate and backfill in accordance with Section 33 05 10. 4 1) Removals within the existing floodwav or future bypass channel shall 5 be backfilled with Select Fill in accordance with Section 33 05 10 and 6 as indicated in the drawings. 7 c. Remove and salvage manhole frame and cover. 8 d. Deliver salvaged material to the Water Department Field Operation Storage. 9 e. Demolish and remove entire concrete manhole. 10 f. Cut and plug sewer lines to be abandoned. 11 5. Sanitary Sewer Junction Structure Removal 12 a. Excavate and backfill in accordance with Section 33 05 10. 13 1) Removals within the existing floodwav or future bypass channel shall 14 be backfilled with Select Fill in accordance with Section 33 05 10 and 15 as indicated in the drawings. 16 b. Remove and salvage manhole frame and cover. 17 c. Deliver salvaged material to the Water Department Field Operation Storage. 18 d. Demolish and remove entire concrete manhole. 19 e. Cut and plug sewer lines to be abandoned. 20 6. Sanitary Sewer Junction Structure Abandonment 21 a. Excavate only the top and walls to 2' below natural ground,and backfill in 22 accordance with Section 33 05 10. 23 1) Abandonments within the existing floodwav or future bypass channel 24 shall be baclflled with Select Fill in accordance with Section 33 05 10 25 and as indicated in the drawings. 26 b. Remove and salvage manhole frame and cover. 27 c. Deliver salvaged material to the Water Department Field Operation 28 Storage. 29 d. Demolish only the top and walls to 2' below natural ground. 30 e. Cut and plug sewer lines to be abandoned. 31 f. Fill structure with Low Density Cellular Grout in accordance with Section 32 33 05 24 or CLSM in accordance with 03 34 13. 33 7. Sanitary Sewer Junction Structure Plug 34 a. Excavate and backfill in accordance with Section 33 05 10. 35 1) Plug installation within the existing floodwav or future bypass channel 36 shall be backfilled with Select Fill in accordance with Section 33 05 10 37 and as indicated in the drawings. 38 b. Coordinate with City of Fort Worth Field Operations to obtain stop logs 39 for the structure to divert sanitary sewer flow, if applicable. Remove the 40 top of the Sanitary Sewer Junction Structure and install stop logs if 41 applicable. 42 c. Remove abandoned pipe as required. 43 d. Plug Existing pipe penetration in accordance with Sections 03 30 00 and 03 44 8000. 45 D. Storm Sewer Lines and Appurtenances 46 1. Storm Sewer Abandonment Plug 47 a. Excavate and backfill in accordance with Section 33 05 10. 48 b. Dewater line. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 0241 14-17 UTILITY REMOVAL/ABANDONMENT Page 17 of 18 1 c. Plug with CLSM in accordance with Section 03 34 13. 2 2. Storm Sewer Line Abandonment by Grouting 3 a. Excavate and backfill in accordance with Section 33 05 10. 4 b. Dewater the existing line to be grouted. 5 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 6 or CLSM in accordance with 03 34 13. 7 d. Dispose of any excess material. 8 3. Storm Sewer Line Removal 9 a. Excavate and backfill in accordance with Section 33 05 10. 10 b. Remove existing pipe line and properly dispose as approved by City. 11 4. Storm Sewer Manhole Removal 12 a. All storm sewer manholes that are to be taken out of service are to be removed 13 unless specifically requested and/or approved by City. 14 b. Excavate and backfill in accordance with Section 33 05 10. 15 c. Demolish and remove entire concrete manhole. 16 d. Cut and plug storm sewer lines to be abandoned. 17 5. Storm Sewer Junction Box and/or Junction Structure Removal 18 a. Excavate and backfill in accordance with Section 33 05 10. 19 b. Demolish and remove entire concrete structure. 20 c. Cut and plug storm sewer lines to be abandoned. 21 6. Storm Sewer Inlet Removal 22 a. Excavate and backfill in accordance with Section 33 05 10. 23 b. Demolish and remove entire concrete inlet. 24 c. Cut and plug storm sewer lines to be abandoned. 25 7. Storm Sewer Box Removal 26 a. Excavate and backfill in accordance with Section 33 05 10. 27 b. Cut existing line from the utility system prior to removal. 28 c. Cut any services prior to removal. 29 d. Remove existing pipe line and properly dispose as approved by City. 30 8. Headwall/SET Removal 31 a. Excavate and backfill in accordance with Section 33 05 10. 32 b. Demolish and remove entire concrete inlet. 33 c. Cut and plug storm sewer lines to be abandoned. 34 9. Storm Sewer Trench Drain Removal 35 a. Excavate and backfill in accordance with Section 33 05 10. 36 b. Remove existing pipeline and dispose as approved by City. 37 3.5 REPAIR/RESTORATION[NOT USED] 38 3.6 RE-INSTALLATION [NOT USED] 39 3.7 FIELD [OR] SITE QUALITY CONTROL 40 3.8 SYSTEM STARTUP [NOT USED) 41 3.9 ADJUSTING [NOT USED] 42 3.10 CLEANING [NOT USED] 43 3.11 CLOSEOUT ACTIVITIES [NOT USED] CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 0241 14-18 UTILITY REMOVAL/ABANDONMENT Page 18 of 18 1 3.12 PROTECTION [NOT USED] 2 3.13 MAINTENANCE [NOT USED] 3 3.14 ATTACHMENTS [NOT USED] 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2.C.3.c.—Include Frame and Cover in Payment description 12/20/12 D.Johnson Throughout—added abandonment of storm and sewer manholes when requested and/or approved by City 5 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 033000-1 CAST-IN-PLACE CONCRETE Page I of 25 1 SECTION 03 30 00 2 CAST-IN-PLACE CONCRETE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Cast-in place concrete,including formwork,reinforcement, concrete materials, 7 mixture design,placement procedures and finishes,for the following: 8 a. Piers 9 b. Footings 10 c. Slabs-on-grade i I d. Foundation walls 12 e. Retaining walls(non TxDOT) 13 f. Suspended slabs 14 g. Blocking 15 h. Cast-in-place manholes 16 i. Concrete vaults for meters and valves 17 j. Concrete encasement of utility lines 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. Modified 3.7.E.3.b and c 20 C. Related Specification Sections include,but are not necessarily limited to: 21 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 22 2. Division 1 —General Requirements 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Cast-in-Place Concrete 25 1. Measurement 26 a. This Item is considered subsidiary to the structure or Items being placed. 27 2. Payment 28 a. The work performed and the materials furnished in accordance with this Item 29 are subsidiary to the structure or Items being placed and no other compensation 30 will be allowed. 31 1.3 REFERENCES 32 A. Definitions 33 1. Cementitious Materials 34 a. Portland cement alone or in combination with I or more of the following: 35 1) Blended hydraulic cement 36 2) Fly ash 37 3) Other pozzolans 38 4) Ground granulated blast-furnace slag CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-2 CAST-M-PLACE CONCRETE Page 2 of 25 1 5) Silica fume 2 b. Subject to compliance with the requirements of this specification 3 B. 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(AASHTO): 8 a. M182,Burlap Cloth Made from Jute or Kenaf. 9 3. American Concrete Institute(ACI): 10 a. ACI 117 Specification for Tolerances for Concrete Construction and Materials 11 b. ACI 301 Specifications for Structural Concrete 12 c. ACI 305.1 Specification for Hot Weather Concreting 13 d. ACI 306.1 Standard Specification for Cold Weather Concreting 14 e. ACI 308.1 Standard Specification for Curing Concrete 15 f. ACI 318 Building Code Requirements for Structural Concrete 16 g. ACI 347 Guide to Formwork for Concrete 17 4. American Institute of Steel Construction(AISC): 18 a. 303,Code of Standard Practice for Steel Buildings and Bridges. 19 5. ASTM International(ASTM): 20 a. A36, Standard Specification for Carbon Structural Steel. 21 b. At 53, Standard Specification for Zinc Coating(Hot-Dip)on Iron and Steel 22 Hardware. 23 c. A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting 24 Materials for High-Temperature Service and Other Special Purpose 25 Applications. 26 d. A615, Standard Specification for Deformed and Plain Carbon-Steel Bars for 27 Concrete Reinforcement. 28 e. A706, Standard Specification for Low-Alloy Steel Deformed and Plain Bars for 29 Concrete Reinforcement. 30 f. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 31 Field. 32 g. C33, Standard Specification for Concrete Aggregates. 33 h. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 34 Specimens. 35 i. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 36 Beams of Concrete. 37 j. C94, Standard Specification for Ready-Mixed Concrete. 38 k. C 109, Standard Test Method for Compressive Strength of Hydraulic Cement 39 Mortars(Using 2-inch or {50-milimeter] Cube Specimens) 40 1. C143, Standard Test Method for Slump of Hydraulic-Cement Concrete. 41 m. C171, Standard Specification for Sheet Materials for Curing Concrete. 42 n. C 150, Standard Specification for Portland Cement. 43 o. C 172, Standard Practice for Sampling Freshly Mixed Concrete. 44 p. C219, Standard Terminology Relating to Hydraulic Cement. 45 q. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the 46 Pressure Method. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-3 CAST-M-PLACE CONCRETE Page 3 of 25 1 r. C260, Standard Specification for Air-Entraining Admixtures for Concrete. 2 s. C309, Standard Specification for Liquid Membrane-Forming Compounds for 3 Curing Concrete. 4 t. C494, Standard Specification for Chemical Admixtures for Concrete. 5 u. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural 6 Pozzolan for Use in Concrete. 7 v. C881, Standard Specification for Epoxy-Resin-Base Bonding Systems for 8 Concrete. 9 w. C989, Standard Specification for Ground Granulated Blast-Furnace Slag for 10 Use in Concrete and Mortars. 11 x. C1017, Standard Specification for Chemical Admixtures for Use in Producing 12 Flowing Concrete. 13 y. C1059, Standard Specification for Latex Agents for Bonding Fresh to Hardened 14 Concrete. 15 z. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 16 Cement Concrete. 17 aa. C1240,Standard Specification for Silica Fume Used in Cementitious Mixtures. 18 bb. E1155, Standard Test Method for Determining FF Floor Flatness and FL Floor 19 Levelness Numbers. 20 cc. F436, Standard Specification for Hardened Steel Washers. 21 6. American Welding Society(AWS). 22 a. D1.1, Structural Welding Code-Steel. 23 b. D 1.4, Structural Welding Code-Reinforcing Steel. 24 7. Concrete Reinforcing Steel Institute(CRSI) 25 a. Manual of Standard Practice 26 8. Texas Department of Transportation 27 a. Standard Specification for Construction and Maintenance of Highways, Streets 28 and Bridges 29 1.4 ADMINISTRATIVE REQUIREMENTS 30 A. Work Included 31 1. Design,fabrication,erection and stripping of formwork for cast-in-place concrete 32 including shoring,reshoring, falsework,bracing,proprietary forming systems, 33 prefabricated forms,void forms,permanent metal forms, bulkheads,keys, 34 blockouts,sleeves, pockets and accessories. 35 a. Erection shall include installation in formwork of items furnished by other 36 trades. 37 2. Furnish all labor and materials required to fabricate,deliver and install 38 reinforcement and embedded metal assemblies for cast-in-place concrete, including 39 steel bars,welded steel wire fabric,ties,supports and sleeves. 40 3. Furnish all labor and materials required to perform the following: 41 a. Cast-in-place concrete 42 b. Concrete mix designs 43 c. Grouting CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-4 CAST-IN-PLACE CONCRETE Page 4 of 25 1 1.5 SUBMITTALS 2 A. Submittals shall be in accordance with Section 0133 00. 3 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 4 specials. 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 6 A. Product Data 7 1. Required for each type of product indicated 8 B. Design Mixtures 9 1. For each concrete mixture submit proposed mix designs in accordance with ACT 10 318,chapter 5. 11 2. Submit each proposed mix design with a record of past performance. 12 3. Submit alternate design mixtures when characteristics of materials,Project condi- 13 tions,weather,test results or other circumstances warrant adjustments. 14 4. Indicate amounts of mixing water to be withheld for later addition at Project site. 15 a. Include this quantity on delivery ticket. 16 C. Steel Reinforcement Submittals for Information 17 1. Mill test certificates of supplied concrete reinforcing,indicating physical and chem- 18 ical analysis. 19 1.7 CLOSEOUT SUBMITTALS [NOT USED] 20 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 21 1.9 QUALITY ASSURANCE 22 A. Manufacturer Qualifications 23 1. A firm experienced in manufacturing ready-mixed concrete products and that com- 24 plies with ASTM C94 requirements for production facilities and equipment 25 2. Manufacturer certified according to NRMCA's "Certification of Ready Mixed 26 Concrete Production Facilities" 27 B. Source Limitations 28 1. Obtain each type or class of cementitious material of the same brand from the same 29 manufacturer's plant,obtain aggregate from I source and obtain admixtures through 30 1 source from a single manufacturer. 31 C. ACI Publications 32 1. Comply with the following unless modified by requirements in the Contract Docu- 33 ments: 34 a. ACI 301 Sections 1 through 5 35 b. ACT 117 36 D. Concrete Testing Service 37 1. Engage a qualified independent testing agency to perform material evaluation tests. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-5 CAST-IN-PLACE CONCRETE Page 5 of 25 1 1.10 DELIVERY,STORAGE,AND HANDLING 2 A. Steel Reinforcement 3 1. Deliver,store,and handle steel reinforcement to prevent bending and damage. 4 2. Avoid damaging coatings on steel reinforcement. 5 B. Waterstops 6 1. Store waterstops under cover to protect from moisture,sunlight, dirt,oil and other 7 contaminants. 8 1.11 FIELD CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2- PRODUCTS 11 2.1 OWNER-FURNISHED OR OWNER-SUPPLIED PRODUCTS [NOT USED] 12 2.2 PRODUCT TYPES AND MATERIALS 13 A. Manufacturers 14 1. In other Part 2 articles where titles below introduce lists,the following requirements 15 apply to product selection: 16 a. Available Products: Subject to compliance with requirements,products that 17 may be incorporated into the Work include,but are not limited to,products 18 specified. 19 b. Available Manufacturers: Subject to compliance with requirements, 20 manufacturers offering products that may be incorporated into the Work 21 include,but are not limited to,manufacturers specified. 22 B. Form-Facing Materials 23 1. Rough-Formed Finished Concrete 24 a. Plywood, lumber,metal or another approved material 25 b. Provide lumber dressed on at least 2 edges and 1 side for tight fit. 26 2. Chamfer Strips 27 a. Wood,metal,PVC or rubber strips 28 b. 3/4-inch x3/4-inch, minimum 29 3. Rustication Strips 30 a. Wood,metal, PVC or rubber strips 31 b. Kerfed for ease of form removal 32 4. Form-Release Agent 33 a. Commercially formulated form-release agent that will not bond with, stain or 34 adversely affect concrete surfaces 35 b. Shall not impair subsequent treatments of concrete surfaces 36 c. For steel form-facing materials,formulate with rust inhibitor. 37 5. Form Ties CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-6 CAST-IN-PLACE CONCRETE Page 6 of 25 1 a. Factory-fabricated,removable or snap-off metal or glass-fiber-reinforced 2 plastic form ties designed to resist lateral pressure of fresh concrete on forms 3 and to prevent spalling of concrete on removal. 4 b. Furnish units that will leave no corrodible metal closer than 1 inch to the plane 5 of exposed concrete surface. 6 c. Furnish ties that, when removed,will leave holes no larger than 1 inch in 7 diameter in concrete surface. 8 d. Furnish ties with integral water-barrier plates to walls indicated to receive 9 dampproofing or waterproofing. 10 C. Steel Reinforcement 11 1. Reinforcing Bars 12 a. ASTM A615,Grade 60,deformed 13 D. Reinforcement Accessories 14 1. Smooth Dowel Bars 15 a. ASTM A615,Grade 60,steel bars(smooth) 16 b. Cut bars true to length with ends square and free of burrs. 17 2. Bar Supports 18 a. Bolsters, chairs,spacers and other devices for spacing,supporting and fastening 19 reinforcing bars and welded wire reinforcement in place 20 b. Manufacture bar supports from steel wire,plastic or precast concrete according 21 to CRSI's "Manual of Standard Practice," of greater compressive strength than 22 concrete and as follows: 23 1) For concrete surfaces exposed to view where legs of wire bar supports 24 contact forms,use CRSI Class 1 plastic-protected steel wire or CRSI 25 Class 2 stainless-steel bar supports. 26 2) For slabs-on-grade,provide sand plates,horizontal runners or precast 27 concrete blocks on bottom where base material will not support chair legs 28 or where vapor barrier has been specified. 29 E. Embedded Metal Assemblies 30 1. Steel Shapes and Plates:ASTM A36 31 2. Headed Studs: Heads welded by full-fusion process,as furnished by TRW Nelson 32 Stud Welding Division or approved equal 33 F. Expansion Anchors 34 1. Available Products 35 a. Wej-it Bolt,Wej-it Corporation,Tulsa, Oklahoma 36 b. Kwik Bolt II, Hilti Fastening Systems,Tulsa,Oklahoma 37 c. Trubolt, Ramset Fastening Systems,Paris,Kentucky 38 G. Adhesive Anchors and Dowels 39 1. Adhesive anchors shall consist of threaded rods anchored with an adhesive system 40 into hardened concrete or grout-filled masonry. 41 a. The adhesive system shall use a 2-component adhesive mix and shall be 42 injected with a static mixing nozzle following manufacturer's instructions. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-7 CAST-IN-PLACE CONCRETE Page 7 of 25 1 b. The embedment depth of the rod shall provide a minimum allowable bond 2 strength that is equal to the allowable yield capacity of the rod,unless otherwise 3 specified. 4 2. Available Products 5 a. Hilti HIT HY 150 Max 6 b. Simpson Acrylic-Tie 7 c. Powers Fasteners AC 100+Gold 8 3. Threaded Rods: ASTM A 193 9 a. Nuts: ASTM A563 hex carbon steel 10 b. Washers: ASTM F436 hardened carbon steel 11 c. Finish: Hot-dip zinc coating,ASTM A153, Class C 12 H. Inserts 13 1. Provide metal inserts required for anchorage of materials or equipment to concrete 14 construction where not supplied by other trades: 15 a. In vertical concrete surfaces for transfer of direct shear loads only,provide 16 adjustable wedge inserts of malleable cast iron complete with bolts,nuts and 17 washers. 18 1) Provide'/4-inch bolt size,unless otherwise indicated. 19 b. In horizontal concrete surfaces and whenever inserts are subject to tension 20 forces,provide threaded inserts of malleable cast iron furnished with full depth 21 bolts. 22 1) Provide 3/4-inch bolt size,unless otherwise indicated. 23 I. Concrete Materials 24 1. Cementitious Material 25 a. Use the following cementitious materials,of the same type,brand,and source, 26 throughout Project: 27 1) Portland Cement 28 a) ASTM C 150,Type 1/II,gray 29 b) Supplement with the following: 30 (1) Fly Ash 31 (a) ASTM C618,Class C or F 32 (2) Ground Granulated Blast-Furnace Slag 33 (a) ASTM C989,Grade 100 or 120. 34 2) Silica Fume 35 a) ASTM C1240, amorphous silica 36 3) Normal-Weight Aggregates 37 a) ASTM C33,Class 3S coarse aggregate or better,graded 38 b) Provide aggregates from a single source. 39 4) Maximum Coarse-Aggregate Size 40 a) 3/4-inch nominal 41 5) Fine Aggregate 42 a) Free of materials with deleterious reactivity to alkali in cement 43 6) Water 44 a) ASTM C94 and potable 45 J. Admixtures CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-8 CAST-IN-PLACE CONCRETE Page 8 of 25 1 1. Air-Entraining Admixture 2 a. ASTM C260 3 2. Chemical Admixtures 4 a. Provide admixtures certified by manufacturer to be compatible with other ad- 5 mixtures and that will not contribute water-soluble chloride ions exceeding 6 those permitted in hardened concrete. 7 b. Do not use calcium chloride or admixtures containing calcium chloride. 8 c. Water-Reducing Admixture 9 1) ASTM C494,Type A 10 d. Retarding Admixture 11 1) ASTM C494,Type B 12 e. Water-Reducing and Retarding Admixture 13 1) ASTM C494,Type D 14 f. High-Range,Water-Reducing Admixture 15 1) ASTM C494,Type F 16 g. High-Range, Water-Reducing and Retarding Admixture 17 1) ASTM C494,Type G 18 h. Plasticizing and Retarding Admixture 19 1) ASTM C1017,Type II 20 K. Waterstops 21 1. Self-Expanding Butyl Strip Waterstops 22 a. Manufactured rectangular or trapezoidal strip,butyl rubber with sodium 23 bentonite or other hydrophilic polymers,for adhesive bonding to concrete, 3/4- 24 inch x 1-inch. 25 b. Available Products 26 1) Colloid Environmental Technologies Company;Volclay Waterstop-RX 27 2) Concrete Sealants Inc.;Conseal CS-231 28 3) Greenstreak; Swellstop 29 4) Henry Company, Sealants Division;Hydro-Flex 30 5) JP Specialties, Inc.;Earthshield Type 20 31 6) Progress Unlimited,Inc.; Superstop 32 7) TCMiraDRI;Mirastop 33 L. Curing Materials 34 1. Absorptive Cover 35 a. AASHTO M182, Class 2,burlap cloth made from jute or kenaf, weighing 36 approximately 9 ounces/square yard when dry 37 2. Moisture-Retaining Cover 38 a. ASTM C171,polyethylene film or white burlap-polyethylene sheet 39 3. Water 40 a. Potable 41 4. Clear, Waterborne,Membrane-Forming Curing Compound 42 a. ASTM C309,Type 1, Class B, dissipating 43 b. Available Products 44 1) Anti-Hydro International,Inc.;AH Curing Compound#2 DR WB 45 2) Burke by Edoco;Aqua Resin Cure 46 3) ChemMasters; Safe-Cure Clear CITY OF FORT WORTH LInsert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-9 CAST-IN-PLACE CONCRETE Page 9 of 25 1 4) Conspec Marketing&Manufacturing Co.,Inc.,a Dayton Superior 2 Company; W.B. Resin Cure 3 5) Dayton Superior Corporation; Day Chem Rez Cure Q-I 1-W) 4 6) Euclid Chemical Company(The);Kurez DR VOX 5 7) Kaufman Products, Inc.;Thinfilm 420 6 8) Lambert Corporation;Aqua Kure-Clear 7 9) L&M Construction Chemicals, Inc.; L&M Cure R 8 10) Meadows, W. R., Inc.; 1100 Clear 9 11)Nox-Crete Products Group,Kinsman Corporation;Resin Cure E 10 12) Symons Corporation,a Dayton Superior Company; Resi-Chem Clear Cure 11 13)Tamms Industries,Inc.; Horncure WB 30 12 14) Unitex; Hydro Cure 309 13 15)US Mix Products Company;US Spec Maxcure Resin Clear 14 16)Vexcon Chemicals,Inc.;Certi-Vex Enviocure 100 15 M. Related Materials 16 1. Bonding Agent 17 a. ASTM C1059,Type Il,non-redispersible,acrylic emulsion or styrene 18 butadiene 19 2. Epoxy Bonding Adhesive 20 a. ASTM C881, 2-component epoxy resin, capable of humid curing and bonding 21 to damp surfaces,of class suitable for application temperature and of grade to 22 suit requirements,and as follows: 23 1) Types I and II,non-load bearing 24 2) IV and V,load bearing,for bonding 25 3) Hardened or freshly mixed concrete to hardened concrete 26 3. Reglets 27 a. Fabricate reglets of not less than 0.0217-inch thick,galvanized steel sheet 28 b. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete 29 or debris. 30 4. Sleeves and Blockouts 31 a. Formed with galvanized metal,galvanized pipe,polyvinyl chloride pipe,fiber 32 tubes or wood 33 5. Nails, Spikes,Lag Bolts,Through Bolts,Anchorages 34 a. Sized as required 35 b. Shall be of strength and character to maintain formwork in place while placing 36 concrete 37 N. Repair Materials 38 1. Repair Underlayment 39 a. Cement-based,polymer-modified,self-leveling product that can be applied in 40 thicknesses of 1/8 inch or greater 41 1) Do not feather. 42 b. Cement Binder 43 1) ASTM C150,portland cement or hydraulic or blended hydraulic cement as 44 defined in ASTM C219 45 c. Primer CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-10 CAST-IN-PLACE CONCRETE Page 10 of 25 1 1) Product of underlayment manufacturer recommended for substrate,condi- 2 tions,and application 3 d. Aggregate 4 1) Well-graded,washed gravel, 1/8 to 1/4 inch or coarse sand as 5 recommended by underlayment manufacturer 6 e. Compressive Strength 7 1) Not less than 4100 psi at 28 days when tested according to 8 ASTM C109/C109M 9 2. Repair Overlayment 10 a. Cement-based,polymer-modified,self-leveling product that can be applied in 11 thicknesses of 1/8 inch or greater 12 1) Do not feather. 13 b. Cement Binder 14 1) ASTM C150,portland cement or hydraulic or blended hydraulic cement as 15 defined in ASTM C219 16 c. Primer 17 1) Product of topping manufacturer recommended for substrate,conditions, 18 and application 19 d. Aggregate 20 1) Well-graded,washed gravel, 1/8 to 1/4 inch or coarse sand as recommend- 21 ed by topping manufacturer 22 e. Compressive Strength 23 1) Not less than 5000 psi at 28 days when tested according to ASTM C109 24 O. Concrete Mixtures,General 25 1. Prepare design mixtures for each type and strength of concrete,proportioned on the 26 basis of laboratory trial mixture or field test data,or both,according to ACI 301. 27 a. Required average strength above specified strength 28 1) Based on a record of past performance 29 a) Determination of required average strength above specified strength 30 shall be based on the standard deviation record of the results of at least 31 30 consecutive strength tests in accordance with ACI 318,Chapter 5.3 32 by the larger amount defined by formulas 5-1 and 5-2. 33 2) Based on laboratory trial mixtures 34 a) Proportions shall be selected on the basis of laboratory trial batches 35 prepared in accordance with ACI 318, Chapter 5.3.3.2 to produce an 36 average strength greater than the specified strength Pc by the amount 37 defined in table 5.3.2.2. 38 3) Proportions of ingredients for concrete mixes shall be determined by an in- 39 dependent testing laboratory or qualified concrete supplier. 40 4) For each proposed mixture,at least 3 compressive test cylinders shall be 41 made and tested for strength at the specified age. 42 a) Additional cylinders may be made for testing for information at earlier 43 ages. 44 2. Cementitious Materials 45 a. Limit percentage,by weight,of cementitious materials other than portland ce- 46 ment in concrete as follows,unless specified otherwise: 47 1) Fly Ash: 25 percent CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-11 CAST-IN-PLACE CONCRETE Page 11 of 25 1 2) Combined Fly Ash and Pozzolan: 25 percent 2 3) Ground Granulated Blast-Furnace Slag: 50 percent 3 4) Combined Fly Ash or Pozzolan and Ground Granulated Blast-Furnace 4 Slag: 50 percent 5 5) Portland cement minimum,with fly ash or pozzolan not exceeding 25 per- 6 cent 7 6) Silica Fume: 10 percent 8 7) Combined Fly Ash,Pozzolans, and Silica Fume: 35 percent with fly ash or 9 pozzolans not exceeding 25 percent and silica fume not exceeding 10 per- 10 cent 11 8) Combined Fly Ash or Pozzolans, Ground Granulated Blast-Furnace Slag, 12 and Silica Fume: 50 percent with fly ash or pozzolans not exceeding 25 13 percent and silica fume not exceeding 10 percent 14 3. Limit water-soluble, chloride-ion content in hardened concrete to: 15 a. 0.30 percent by weight of cement if concrete will have no exposure to chlorides 16 (typical) 17 b. 0.15 percent by weight if concrete will be exposed to chlorides 18 c. 1.0 percent by weight if concrete will have no exposure to chlorides and will be 19 continually dry and protected. 20 4. Admixtures 21 a. Use admixtures according to manufacturer's written instructions. 22 b. Do not use admixtures which have not been incorporated and tested in accepted 23 mixes. 24 c. Use water-reducing high-range water-reducing or plasticizing admixture in 25 concrete,as required,for placement and workability. 26 d. Use water-reducing and retarding admixture when required by high 27 temperatures,low humidity or other adverse placement conditions. 28 e. Use water-reducing admixture in pumped concrete,concrete for heavy-use 29 industrial slabs and parking structure slabs, concrete required to be watertight, 30 and concrete with a water-cementitious materials ratio below 0.50. 31 f. Use corrosion-inhibiting admixture in concrete mixtures where indicated. 32 P. Concrete Mixtures 33 1. Refer to TxDOT"Standard Specifications for Construction and Maintenance of 34 Highways, Streets,and Bridges"for: 35 a. Culverts 36 b. Headwalls 37 c. Wingwalls 38 2. Proportion normal-weight concrete mixture as follows: 39 a. Minimum Compressive Strength: 3,000 psi at 28 days 40 b. Maximum Water-Cementitious Materials Ratio: 0.50 41 c. Slump Limit: 5 inches or 8 inches for concrete with verified slump of 2 to 4 42 inches before adding high-range water-reducing admixture or plasticizing 43 admixture,plus or minus 1 inch 44 d. Air Content: 6 percent,plus or minus 1.5 percent at point of delivery for 3/4- 45 inch nominal maximum aggregate size 46 Q. Fabricating Reinforcement CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-12 CAST-IN-PLACE CONCRETE Page 12 of 25 1 1. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." 2 R. Fabrication of Embedded Metal Assemblies 3 1. Fabricate metal assemblies in the shop. Holes shall be made by drilling or 4 punching.Holes shall not be made by or enlarged by burning. Welding shall be in 5 accordance with AWS D1.1. 6 2. Metal assemblies exposed to earth,weather or moisture shall be hot dip galvanized. 7 All other metal assemblies shall be either hot dip galvanized or painted with an 8 epoxy paint.Repair galvanizing after welding with a Cold Galvanizing compound 9 installed in accordance with the manufacturer's instructions. Repair painted 10 assemblies after welding with same type of paint. 11 S. Concrete Mixing 12 1. Ready-Mixed Concrete: Measure,batch,mix,and deliver concrete according to 13 ASTM C94,and furnish batch ticket information. 14 a. When air temperature is between 85 and 90 degrees Fahrenheit,reduce mixing 15 and delivery time from 1-1/2 hours to 75 minutes;when air temperature is 16 above 90 degrees Fahrenheit,reduce mixing and delivery time to 60 minutes. 17 2. Project-Site Mixing: Measure,batch,and mix concrete materials and concrete 18 according to ASTM C94/C94M. Mix concrete materials in appropriate drum-type 19 batch machine mixer. 20 a. For mixer capacity of 1 cubic yard or smaller,continue mixing at least 1-1/2 21 minutes,but not more than 5 minutes after ingredients are in mixer,before any 22 part of batch is released. 23 b. For mixer capacity larger than 1 cubic yard, increase mixing time by 15 24 seconds for each additional 1 cubic yard. 25 c. Provide batch ticket for each batch discharged and used in the Work,indicating 26 Project identification name and number,date,mixture type,mixture time, 27 quantity,and amount of water added. Record approximate location of final 28 deposit in structure. 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. Formwork 37 1. Design,erect,shore,brace,and maintain formwork, according to ACI 301,to 38 support vertical, lateral,static, and dynamic loads,and construction loads that might 39 be applied, until structure can support such loads. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-13 CAST-IN-PLACE CONCRETE Page 13 of 25 1 2. Construct formwork so concrete members and structures are of size,shape, 2 alignment,elevation, and position indicated,within tolerance limits of ACI 117. 3 a. Vertical alignment 4 1) Lines,surfaces and arises less than 100 feet in height- 1 inch. 5 2) Outside corner of exposed corner columns and control joints in concrete 6 exposed to view less than 100 feet in height- 1/2 inch. 7 3) Lines,surfaces and arises greater than 100 feet in height- 1/1000 times the 8 height but not more than 6 inches. 9 4) Outside corner of exposed corner columns and control joints in concrete 10 exposed to view greater than 100 feet in height- 1/2000 times the height 11 but not more than 3 inches. 12 b. Lateral alignment 13 1) Members- I inch. 14 2) Centerline of openings 12 inches or smaller and edge location of larger 15 openings in slabs- 1/2 inch. 16 3) Sawcuts,joints,and weakened plane embedments in slabs-3/4 inch. 17 c. Level alignment 18 1) Elevation of slabs-on-grade-3/4 inch. 19 2) Elevation of top surfaces of formed slabs before removal of shores-3/4 20 inch. 21 3) Elevation of formed surfaces before removal of shores-3/4 inch. 22 d. Cross-sectional dimensions: Overall dimensions of beams,joists,and columns 23 and thickness of walls and slabs. 24 1) 12 inch dimension or less-plus 1/2 inch to minus 1/4 inch. 25 2) Greater than 12 inch to 3 foot dimension-plus 1/2 inch to minus 3/8 inch. 26 3) Greater than 3 foot dimension-plus 1 inch to minus 3/4 inch. 27 e. Relative alignment 28 1) Stairs 29 a) Difference in height between adjacent risers- 1/8 inch. 30 b) Difference in width between adjacent treads- 1/4 inch. 31 c) Maximum difference in height between risers in a flight of stairs-3/8 32 inch. 33 d) Maximum difference in width between treads in a flight of stairs-3/8 34 inch. 35 2) Grooves 36 a) Specified width 2 inches or less- 1/8 inch. 37 b) Specified width between 2 inches and 12 inches- 1/4 inch. 38 3) Vertical alignment of outside corner of exposed corner columns and control 39 joint grooves in concrete exposed to view- 1/4 inch in 10 feet. 40 4) Al[other conditions-3/8 inch in 10 feet. 41 3. Limit concrete surface irregularities,designated by ACI 347R as abrupt or gradual, 42 as follows: 43 a. Class B, 1/4 inch for smooth-formed finished surfaces. 44 b. Class C, 1/2 inch for rough-formed finished surfaces. 45 4. Construct forms tight enough to prevent loss of concrete mortar. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-14 CAST-IN-PLACE CONCRETE Page 14 of 25 1 5. Fabricate forms for easy removal without hammering or prying against concrete 2 surfaces. Provide crush or wrecking plates where stripping may damage cast 3 concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 4 horizontal to 1 vertical. 5 a. Install keyways,reglets,recesses,and the like,for easy removal. 6 b. Do not use rust-stained steel form-facing material. 7 6. Set edge forms, bulkheads,and intermediate screed strips for slabs to achieve 8 required elevations and slopes in finished concrete surfaces. Provide and secure 9 units to support screed strips;use strike-off templates or compacting-type screeds. 10 7. Construct formwork to cambers shown or specified on the Drawings to allow for 11 structural deflection of the hardened concrete. Provide additional elevation or 12 camber in formwork as required for anticipated formwork deflections due to weight 13 and pressures of concrete and construction loads. 14 8. Foundation Elements: Form the sides of all below grade portions of beams,pier 15 caps,walls, and columns straight and to the lines and grades specified. Do no earth 16 form foundation elements unless specifically indicated on the Drawings. 17 9. Provide temporary openings for cleanouts and inspection ports where interior area 18 of formwork is inaccessible. Close openings with panels tightly fitted to forms and 19 securely braced to prevent loss of concrete mortar. Locate temporary openings in 20 forms at inconspicuous locations. 21 10. Chamfer exterior corners and edges of permanently exposed concrete. 22 11. Form openings, chases,offsets,sinkages,keyways,reglets,blocking, screeds,and 23 bulkheads required in the Work. Determine sizes and locations from trades 24 providing such items. 25 12. Clean forms and adjacent surfaces to receive concrete. Remove chips,wood, 26 sawdust,dirt,and other debris just before placing concrete. 27 13. Retighten forms and bracing before placing concrete,as required,to prevent mortar 28 leaks and maintain proper alignment. 29 14. Coat contact surfaces of forms with form-release agent,according to manufacturer's 30 written instructions,before placing reinforcement,anchoring devices,and 31 embedded items. 32 a. Do not apply form release agent where concrete surfaces are scheduled to 33 receive subsequent finishes which may be affected by agent. Soak contact 34 surfaces of untreated forms with clean water. Keep surfaces wet prior to 35 placing concrete. 36 B. Embedded Items 37 1. Place and secure anchorage devices and other embedded items required for 38 adjoining work that is attached to or supported by cast-in-place concrete. Use 39 setting drawings,templates,diagrams,instructions,and directions furnished with 40 items to be embedded. 41 a. Install anchor rods, accurately located,to elevations required and complying 42 with tolerances in AISC 303, Section 7.5. 43 1) Spacing within a bolt group: 1/8 inch 44 2) Location of bolt group(center): 1/2 inch 45 3) Rotation of bolt group: 5 degrees CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-15 CAST-IN-PLACE CONCRETE Page 15 of 25 1 4) Angle off vertical: 5 degrees 2 5) Bolt projection: ±3/8 inch 3 b. Install reglets to receive waterproofing and to receive through-wall flashings in 4 outer face of concrete frame at exterior walls,where flashing is shown at lintels, 5 shelf angles,and other conditions. 6 C. Removing and Reusing Forms 7 1. Do not backfill prior to concrete attaining 70 percent of its 28-day design 8 compressive strength. 9 2. General: Formwork for sides of beams,walls,columns,and similar parts of the 10 Work that does not support weight of concrete may be removed after cumulatively 11 curing at not less than 50 degrees Fahrenheit for 24 hours after placing concrete, if 12 concrete is hard enough to not be damaged by form-removal operations and curing 13 and protection operations are maintained. 14 a. Leave formwork for beam soffits,joists,slabs, and other structural elements 15 that supports weight of concrete in place until concrete has achieved at least 70 16 percent of its 28-day design compressive strength. 17 b. Do not remove formwork supporting conventionally reinforced concrete until 18 concrete has attained 70 percent of its specified 28 day compressive strength as 19 established by tests of field cured cylinders. In the absence of cylinder tests, 20 supporting formwork shall remain in place until the concrete has cured at a 21 temperature of at least 50 degrees Fahrenheit for the minimum cumulative time 22 periods given in ACI 347, Section 3.7.2.3. Add the period of time when the 23 surrounding air temperature is below 50 degrees Fahrenheit,to the minimum 24 listed time period. Formwork for 2-way conventionally reinforced slabs shall 25 remain in place for at least the minimum cumulative time periods specified for 26 1-way slabs of the same maximum span. 27 c. Immediately reshore 2-way conventionally reinforced slabs after formwork 28 removal. Reshores shall remain until the concrete has attained the specified 28 29 day compressive strength. 30 d. Minimum cumulative curing times may be reduced by the use of high-early 31 strength cement or forming systems which allow form removal without 32 disturbing shores,but only after the Contractor has demonstrated to the 33 satisfaction of the Engineer that the early removal of forms will not cause 34 excessive sag, distortion or damage to the concrete elements. 35 e. Completely remove wood forms. Provide temporary openings if required. 36 £ Provide adequate methods of curing and thermal protection of exposed concrete 37 if forms are removed prior to completion of specified curing time. 38 g. Reshore areas required to support construction loads in excess of 20 pounds per 39 square foot to properly distribute construction loading. Construction loads up 40 to the rated live load capacity may be placed on unshored construction provided 41 the concrete has attained the specified 28 day compressive strength. 42 h. Obtaining concrete compressive strength tests for the purposes of form removal 43 is the responsibility of the Contractor. 44 i. Remove forms only if shores have been arranged to permit removal of forms 45 without loosening or disturbing shores. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 03 30 00-16 CAST-IN-PLACE CONCRETE Page 16 of 25 1 3. Clean and repair surfaces of forms to be reused in the Work. Split,frayed, 2 delaminated,or otherwise damaged form-facing material will not be acceptable for 3 exposed surfaces. Apply new form-release agent. 4 4. When forms are reused,clean surfaces,remove fins and laitance,and tighten to 5 close joints. Align and secure joints to avoid offsets. Do not use patched forms for 6 exposed concrete surfaces unless approved by Engineer. 7 D. Shores and Reshores 8 1. The Contractor is solely responsible for proper shoring and reshoring. 9 2. Comply with ACI 318 and ACI 301 for design, installation,and removal of shoring 10 and reshoring. 1 I a. Do not remove shoring or reshoring until measurement of slab tolerances is 12 complete. 13 3. Plan sequence of removal of shores and reshore to avoid damage to concrete. 14 Locate and provide adequate reshoring to support construction without excessive 15 stress or deflection. 16 E. Steel Reinforcement 17 1. General: Comply with CRSI's "Manual of Standard Practice" for placing 18 reinforcement. 19 a. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder 20 before placing concrete. 21 2. Clean reinforcement of loose rust and mill scale,earth,ice, and other foreign 22 materials that would reduce bond to concrete. 23 3. Accurately position,support,and secure reinforcement against displacement. 24 Locate and support reinforcement with bar supports to maintain minimum concrete 25 cover. Do not tack weld crossing reinforcing bars. 26 a. Weld reinforcing bars according to AWS DIA,where indicated.Only steel 27 conforming to ASTM A706 may be welded. 28 4. Installation tolerances 29 a. Top and bottom bars in slabs, girders,beams and joists: 30 1) Members 8 inches deep or less:±3/8 inch 31 2) Members more than 8 inches deep:X1/2 inch 32 b. Concrete Cover to Formed or Finished Surfaces:zL3/8 inches for members 8 33 inches deep or less;f1/2 inches for members over 8 inches deep,except that 34 tolerance for cover shall not exceed 1/3 of the specified cover. 35 5. Concrete Cover 36 a. Reinforcing in structural elements deposited against the ground: 3 inches 37 b. Reinforcing in formed beams, columns and girders: 1-1/2 inches 38 c. Grade beams and exterior face of formed walls and columns exposed to 39 weather or in contact with the ground: 2 inches 40 d. Interior faces of walls: 1 inches 41 e. Slabs: 3/4 inches 42 6. Splices: Provide standard reinforcement splices by lapping and tying ends.Comply 43 with ACI 318 for minimum lap of spliced bars where not specified on the 44 documents.Do not lap splice no. 14 and 18 bars. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-17 CAST-W-PLACE CONCRETE Page 17 of 25 1 7. Field Welding of Embedded Metal Assemblies 2 a. Remove all paint and galvanizing in areas to receive field welds. 3 b. Field Prepare all areas where paint or galvanizing has been removed with the 4 specified paint or cold galvanizing compound,respectively. 5 F. Joints 6 1. General: Construct joints true to line with faces perpendicular to surface plane of 7 concrete. 8 2. Construction Joints: Install so strength and appearance of concrete are not 9 impaired,at locations indicated or as approved by Engineer. 10 a. Place joints perpendicular to main reinforcement. Continue reinforcement 11 across construction joints,unless otherwise indicated. Do not continue 12 reinforcement through sides of strip placements of floors and slabs. 13 b. Form keyed joints as indicated. Embed keys at least 1-1/2 inches into concrete. 14 c. Locate joints for beams,slabs,joists,and girders in the middle third of spans. 15 Offset joints in girders a minimum distance of twice the beam width from a 16 beam-girder intersection. 17 d. Locate horizontal joints in walls and columns at underside of floors, slabs, 18 beams,and girders and at the top of footings or floor slabs. 19 e. Space vertical joints in walls as indicated. Locate joints beside piers integral 20 with walls, near corners,and in concealed locations where possible. 21 f. Use a bonding agent at locations where fresh concrete is placed against 22 hardened or partially hardened concrete surfaces. 23 3. Doweled Joints: Install dowel bars and support assemblies at joints where 24 indicated. Lubricate or asphalt coat 1-1/2 of dowel length to prevent concrete 25 bonding to 1 side of joint. 26 G. Waterstops 27 1. Flexible Waterstops: Install in construction joints and at other joints indicated to 28 form a continuous diaphragm. Install in longest lengths practicable. Support and 29 protect exposed waterstops during progress of the Work. Field fabricate joints in 30 waterstops according to manufacturer's written instructions. 31 2. Self-Expanding Strip Waterstops: Install in construction joints and at other 32 locations indicated,according to manufacturer's written instructions, adhesive 33 bonding,mechanically fastening,and firmly pressing into place. Install in longest 34 lengths practicable. 35 H. Adhesive Anchors 36 1. Comply with the manufacturer's installation instructions on the hole diameter and 37 depth required to fully develop the tensile strength of the adhesive anchor or 38 reinforcing bar. 39 2. Properly clean out the hole utilizing a wire brush and compressed air to remove all 40 loose material from the hole, prior to installing adhesive material. 41 I. Concrete Placement 42 1. Before placing concrete,verify that installation of formwork,reinforcement,and 43 embedded items is complete and that required inspections have been performed. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-18 CAST-IN-PLACE CONCRETE Page 18 of 25 1 2. Do not add water to concrete during delivery,at Project site,or during placement 2 unless approved by Engineer. 3 3. Before test sampling and placing concrete,water may be added at Project site, 4 subject to limitations of ACI 301. 5 a. Do not add water to concrete after adding high-range water-reducing 6 admixtures to mixture. 7 b. Do not exceed the maximum specified water/cement ratio for the mix. 8 4. Deposit concrete continuously in I layer or in horizontal layers of such thickness 9 that no new concrete will be placed on concrete that has hardened enough to cause 10 seams or planes of weakness. If a section cannot be placed continuously, provide 11 construction joints as indicated. Deposit concrete to avoid segregation. 12 a. Deposit concrete in horizontal layers of depth to not exceed formwork design 13 pressures, 15 feet maximum and in a manner to avoid inclined construction 14 joints. 15 b. Consolidate placed concrete with mechanical vibrating equipment according to 16 ACI 301. 17 c. Do not use vibrators to transport concrete inside forms. Insert and withdraw 18 vibrators vertically at uniformly spaced locations to rapidly penetrate placed 19 layer and at least 6 inches into preceding layer. Do not insert vibrators into 20 lower layers of concrete that have begun to lose plasticity. At each insertion, 21 limit duration of vibration to time necessary to consolidate concrete and 22 complete embedment of reinforcement and other embedded items without 23 causing mixture constituents to segregate. 24 d. Do not permit concrete to drop freely any distance greater than 10 feet for 25 concrete containing a high range water reducing admixture(superplasticizer)or 26 5 feet for other concrete. Provide chute or tremie to place concrete where longer 27 drops are necessary. Do not place concrete into excavations with standing 28 water.If place of deposit cannot be pumped dry,pour concrete through a tremie 29 with its outlet near the bottom of the place of deposit. 30 e. Discard pump priming grout and do not use in the structure. 31 5. Deposit and consolidate concrete for floors and slabs in a continuous operation, 32 within limits of construction joints,until placement of a panel or section is 33 complete. 34 a. Consolidate concrete during placement operations so concrete is thoroughly 35 worked around reinforcement and other embedded items and into corners. 36 b. Maintain reinforcement in position on chairs during concrete placement. 37 c. Screed slab surfaces with a straightedge and strike off to correct elevations. 38 d. Slope surfaces uniformly to drains where required. 39 e. Begin initial floating using bull floats or darbies to form a uniform and open- 40 textured surface plane, before excess bleedwater appears on the surface. Do not 41 further disturb slab surfaces before starting finishing operations. 42 6. Cold-Weather Placement: Comply with ACI 306.1 and as follows. Protect 43 concrete work from physical damage or reduced strength that could be caused by 44 frost,freezing actions, or low temperatures. 45 a. When average high and low temperature is expected to fall below 40 46 degrees Fahrenheit for 3 successive days, maintain delivered concrete mixture 47 temperature within the temperature range required by ACI 301. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-19 CAST-W-PLACE CONCRETE Page 19 of 25 1 b. Do not use frozen materials or materials containing ice or snow. Do not place 2 concrete on frozen subgrade or on subgrade containing frozen materials. 3 c. Do not use calcium chloride, salt, or other materials containing antifreeze 4 agents or chemical accelerators unless otherwise specified and approved in 5 mixture designs. 6 7. Hot-Weather Placement: Comply with ACI 305.1 and as follows: 7 a. Maintain concrete temperature below 95 degrees Fahrenheit at time of 8 placement. Chilled mixing water or chopped ice may be used to control 9 temperature,provided water equivalent of ice is calculated to total amount of 10 mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 11 b. Fog-spray forms, steel reinforcement, and subgrade just before placing 12 concrete. Keep subgrade uniformly moist without standing water,soft spots,or 13 dry areas. 14 J. Finishing Formed Surfaces 15 1. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material 16 with tie holes and defects repaired and patched. Remove fins and other projections 17 that exceed specified limits on formed-surface irregularities. 18 a. Apply to concrete surfaces not exposed to public view. 19 2. Related Unformed Surfaces: At tops of walls, horizontal offsets,and similar 20 unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a 21 texture matching adjacent formed surfaces. Continue final surface treatment of 22 formed surfaces uniformly across adjacent unformed surfaces,unless otherwise 23 indicated. 24 K. Miscellaneous Concrete Items 25 1. Filling In: Fill in holes and openings left in concrete structures, unless otherwise 26 indicated,after work of other trades is in place. Mix,place, and cure concrete,as 27 specified,to blend with in-place construction. Provide other miscellaneous 28 concrete filling indicated or required to complete the Work. 29 2. Curbs: Provide monolithic finish to interior curbs by stripping forms while 30 concrete is still green and by steel-troweling surfaces to a hard, dense finish with 31 corners,intersections,and terminations slightly rounded. 32 3. Equipment Bases and Foundations: Provide machine and equipment bases and 33 foundations as shown on Drawings. Set anchor bolts for machines and equipment 34 at correct elevations,complying with diagrams or templates from manufacturer 35 furnishing machines and equipment. 36 a. Housekeeping pads:Normal weight concrete(3000 psi),reinforced with 37 #3@ 16 inches on center set at middepth of pad.Trowel concrete to a dense, 38 smooth finish. Set anchor bolts for securing mechanical or electrical equipment 39 during pouring of concrete fill. 40 4. Protective slabs("Mud slabs"):Normal weight concrete(2500 psi minimum)with a 41 minimum thickness of 3-1/2 inches. Finish slab to a wood float finish. 42 L. Concrete Protecting and Curing 43 1. General: Protect freshly placed concrete from premature drying and excessive cold 44 or hot temperatures. Comply with ACI 306.1 for cold-weather protection and 45 ACI 305.1 for hot-weather protection during curing. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 03 30 00-20 CAST-IN-PLACE CONCRETE Page 20 of 25 1 2. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, 2 supported slabs,and other similar surfaces. If forms remain during curing period, 3 moist cure after loosening forms. If removing forms before end of curing period, 4 continue curing for the remainder of the curing period. 5 3. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure 6 unformed surfaces, including floors and slabs, concrete floor toppings, and other 7 surfaces. 8 4. Cure concrete according to ACI 308.1, by 1 or a combination of the following 9 methods: 10 a. Moisture Curing: Keep surfaces continuously moist for not less than 7 days 11 with the following materials: 12 1) Water 13 2) Continuous water-fog spray 14 3) Absorptive cover,water saturated, and kept continuously wet. Cover 15 concrete surfaces and edges with 12-inch lap over adjacent absorptive 16 covers 17 b. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture- 18 retaining cover for curing concrete,placed in widest practicable width,with 19 sides and ends lapped at least 12 inches,and sealed by waterproof tape or 20 adhesive. Cure for not less than 7 days. Immediately repair any holes or tears 21 during curing period using cover material and waterproof tape. 22 1) Moisture cure or use moisture-retaining covers to cure concrete surfaces to 23 receive floor coverings. 24 2) Moisture cure or use moisture-retaining covers to cure concrete surfaces to 25 receive penetrating liquid floor treatments. 26 3) Cure concrete surfaces to receive floor coverings with either a moisture- 27 retaining cover or a curing compound that the manufacturer certifies will 28 not interfere with bonding of floor covering used on Project. 29 c. Curing Compound: Apply uniformly in continuous operation by power spray 30 or roller according to manufacturer's written instructions. Recoat areas 31 subjected to heavy rainfall within 3 hours after initial application. Maintain 32 continuity of coating and repair damage during curing period. 33 3.5 REPAIR 34 A. Concrete Surface Repairs 35 1. Defective Concrete: Repair and patch defective areas when approved by Engineer. 36 Remove and replace concrete that cannot be repaired and patched to Engineer's 37 approval. 38 2. Patching Mortar: Mix dry-pack patching mortar,consisting of 1 part portland 39 cement to 2-1/2 parts fine aggregate passing a No. 16 sieve,using only enough 40 water for handling and placing. 41 3. Repairing Formed Surfaces: Surface defects include color and texture 42 irregularities,cracks,spalls,air bubbles, honeycombs, rock pockets,fins and other 43 projections on the surface,and stains and other discoloration that cannot be 44 removed by cleaning. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 03 30 00-21 CAST-IN-PLACE CONCRETE Page 21 of 25 1 a. Immediately after form removal, cut-out honeycombs,rock pockets,and voids 2 more than 1/2 inch in any dimension in solid concrete,but not less than 1 inch 3 in depth. Make edges of cuts perpendicular to concrete surface. Clean, dampen 4 with water,and brush-coat holes and voids with bonding agent. Fill and 5 compact with patching mortar before bonding agent has dried. Fill form-tie 6 voids with patching mortar or cone plugs secured in place with bonding agent. 7 b. Repair defects on surfaces exposed to view by blending white portland cement 8 and standard portland cement so that,when dry, patching mortar will match 9 surrounding color. Patch a test area at inconspicuous locations to verify 10 mixture and color match before proceeding with patching. Compact mortar in 11 place and strike off slightly higher than surrounding surface. 12 c. Repair defects on concealed formed surfaces that affect concrete's durability 13 and structural performance as determined by Engineer. 14 4. Repairing Unformed Surfaces: Test unformed surfaces,such as floors and slabs, 15 for finish and verify surface tolerances specified for each surface. Correct low and 16 high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use 17 a sloped template. 18 a. Repair finished surfaces containing defects. Surface defects include spalls,pop 19 outs,honeycombs,rock pockets,crazing and cracks in excess of 0.01 inch wide 20 or that penetrate to reinforcement or completely through unreinforced sections 21 regardless of width,and other objectionable conditions. 22 b. After concrete has cured at least 14 days,correct high areas by grinding. 23 c. Correct localized low areas during or immediately after completing surface 24 finishing operations by cutting out low areas and replacing with patching 25 mortar. Finish repaired areas to blend into adjacent concrete. 26 d. Repair defective areas, except random cracks and single holes 1 inch or less in 27 diameter,by cutting out and replacing with fresh concrete. Remove defective 28 areas with clean,square cuts and expose steel reinforcement with at least a 3/4- 29 inch clearance all around. Dampen concrete surfaces in contact with patching 30 concrete and apply bonding agent. Mix patching concrete of same materials 31 and mixture as original concrete except without coarse aggregate. Place, 32 compact,and finish to blend with adjacent finished concrete. Cure in same 33 manner as adjacent concrete. 34 e. Repair random cracks and single holes 1 inch or less in diameter with patching 35 mortar. Groove top of cracks and cut out holes to sound concrete and clean off 36 dust,dirt,and loose particles. Dampen cleaned concrete surfaces and apply 37 bonding agent. Place patching mortar before bonding agent has dried. 38 Compact patching mortar and finish to match adjacent concrete. Keep patched 39 area continuously moist for at least 72 hours. 40 5. Perform structural repairs of concrete,subject to Engineer's approval,using epoxy 41 adhesive and patching mortar. 42 6. Repair materials and installation not specified above may be used,subject to 43 Engineer's approval. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 03 30 00-22 CAST-IN-PLACE CONCRETE Page 22 of 25 1 3.6 RE-INSTALLATION [NOT USED] 2 3.7 FIELD QUALITY CONTROL 3 A. Testing and Inspecting: City will engage a special inspector and qualified testing and 4 inspecting agency to perform field tests and inspections and prepare test reports. 5 B. Inspections 6 1. Steel reinforcement placement 7 2. Headed bolts and studs 8 3. Verification of use of required design mixture 9 4. Concrete placement, including conveying and depositing 10 5. Curing procedures and maintenance of curing temperature 11 6. Verification of concrete strength before removal of shores and forms from beams 12 and slabs 13 C. Concrete Tests: Perform testing of composite samples of fresh concrete obtained 14 according to ASTM C172 according to the following requirements: 15 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each 16 concrete mixture exceeding 5 cubic yard,but less than 25 cubic yard,plus 1 set for 17 each additional 50 cubic yard or fraction thereof. 18 2. Slump: ASTM C143; 1 test at point of placement for each composite sample,but 19 not less than 1 test for each day's pour of each concrete mixture. Perform additional 20 tests when concrete consistency appears to change. 21 3. Air Content: ASTM C231,pressure method,for normal-weight concrete; 1 test for 22 each composite sample,but not less than 1 test for each day's pour of each concrete 23 mixture. 24 4. Concrete Temperature: ASTM C1064; 1 test hourly when air temperature is 40 25 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above,and 1 26 test for each composite sample. 27 5. Compression Test Specimens: ASTM C31. 28 a. Cast and laboratory cure 4 cylinders for each composite sample. 29 1) Do not transport field cast cylinders until they have cured for a 30 minimum of 24 hours. 31 6. Compressive-Strength Tests: ASTM C39; 32 a. Test I cylinder at 7 days. 33 b. Test 2 cylinders at 28 days. 34 c. Hold 1 cylinder for testing at 56 days as needed. 35 7. When strength of field-cured cylinders is less than 85 percent of companion 36 laboratory-cured cylinders,evaluate operations and provide corrective procedures 37 for protecting and curing in-place concrete. 38 8. Strength of each concrete mixture will be satisfactory if every average of any 3 39 consecutive compressive-strength tests equals or exceeds specified compressive 40 strength and no compressive-strength test value falls below specified compressive 41 strength by more than 500 psi. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-23 CAST-IN-PLACE CONCRETE Page 23 of 25 1 9. Report test results in writing to Engineer,concrete manufacturer,and Contractor 2 within 48 hours of testing. Reports of compressive-strength tests shall contain 3 Project identification name and number,date of concrete placement,name of 4 concrete testing and inspecting agency, location of concrete batch in Work, design 5 compressive strength at 28 days, concrete mixture proportions and materials, 6 compressive breaking strength, and type of break for both 7-and 28-day tests. 7 10. Additional Tests: Testing and inspecting agency shall make additional tests of 8 concrete when test results indicate that slump, air entrainment, compressive 9 strengths,or other requirements have not been met, as directed by Engineer. 10 Testing and inspecting agency may conduct tests to determine adequacy of concrete I 1 by cored cylinders complying with ASTM C42 or by other methods as directed by 12 Engineer. 13 a. When the strength level of the concrete for any portion of the structure,as 14 indicated by cylinder tests,falls below the specified requirements,provide 15 improved curing conditions and/or adjustments to the mix design as required to 16 obtain the required strength. If the average strength of the laboratory control 17 cylinders falls so low as to be deemed unacceptable,follow the core test 18 procedure set forth in ACI 301,Chapter 17.Locations of core tests shall be 19 approved by the Engineer.Core sampling and testing shall be at Contractors 20 expense. 21 b. If the results of the core tests indicate that the strength of the structure is 22 inadequate, any replacement,load testing,or strengthening as may be ordered 23 by the Engineer shall be provided by the Contractor without cost to the City. 24 11. Additional testing and inspecting,at Contractor's expense, will be performed to 25 determine compliance of replaced or additional work with specified requirements. 26 12. Correct deficiencies in the Work that test reports and inspections indicate does not 27 comply with the Contract Documents. 28 D. Measure floor and slab flatness and levelness according to ASTM E1155 within 48 29 hours of finishing. 30 E. Concrete Finish Measurement and Tolerances 31 1. All floors are subject to measurement for flatness and levelness and comply with 32 the following: 33 a. Slabs shall be flat within a tolerance of 5/16 inches in 10 feet when tested with 34 a 10 foot long straightedge.Apply straightedge to the slab at 3 foot intervals in 35 both directions, lapping straightedge 3 feet on areas previously checked. Low 36 spots shall not exceed the above dimension anywhere along the straightedge. 37 Flatness shall be checked the next work day after finishing. 38 b. Slabs shall be level within a tolerance of± 1/4 inch in 10 feet,not to exceed 3/4 39 inches total variation,anywhere on the floor, from elevations indicated on the 40 Drawings.Levelness shall be checked on a 10 foot grid using a level after 41 removal of forms. 42 c. Measurement Standard: All floors are subject to measurement for flatness and 43 levelness,according to ASTM E1155. 44 2. 2 Tiered Measurement Standard 45 a. Each floor test section and the overall floor area shall conform to the 2-tiered 46 measurement standard as specified herein. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033000-24 CAST-IN-PLACE CONCRETE Page 24 of 25 1 1) Minimum Local Value:The minimum local FF/FL values represent the ab- 2 solute minimum surface profile that will be acceptable for any 1 test sample 3 (line of measurements) anywhere within the test area. 4 2) Specified Overall Value: The specified overall FF/FL values represent the 5 minimum values acceptable for individual floor sections as well as the floor 6 as a whole. 7 3. Floor Test Sections 8 a. A floor test section is defined as the smaller of the following areas: 9 1) The area bounded by column and/or wall lines 10 2) The area bounded by construction and/or control joint lines 11 3) Any combination of column lines and/or control joint lines 12 b. Test sample measurement lines within each test section shall be 13 multidirectional along 2 orthogonal lines,as defined by ASTM E1155,at a 14 spacing to be determined by the City City's testing 15 c. The precise layout of each test section shall be determined by the City.the 16 city's testin 17 4. Concrete Floor Finish Tolerance 18 a. The following values apply before removal of shores.Levelness values(FL)do 19 not apply to intentionally sloped or cambered areas,nor to slabs poured on 20 metal deck or precast concrete. 21 1) Slabs 22 Overall Value FF45/FL30 23 Minimum Local Value FF30/FL20 24 5. Floor Elevation Tolerance Envelope 25 a. The acceptable tolerance envelope for absolute elevation of any point on the 26 slab surface,with respect to the elevation shown on the Drawings, is as follows: 27 1) Slab-on-Grade Construction:±3/4 inch 28 2) Top surfaces of formed slabs measured prior to removal of supporting 29 shores:±3/4 inch 30 3) Top surfaces of all other slabs: ±3/4 inch 31 4) Slabs specified to slope shall have a tolerance from the specified slope of 32 3/8 inch in 10 feet at any point,up to 3/4 inch from theoretical elevation at 33 any point. 34 3.8 SYSTEM STARTUP [NOT USED] 35 3.9 ADJUSTING [NOT USED] 36 3.10 CLEANING 37 A. Defective Work 38 1. Imperfect or damaged work or any material damaged or determined to be defective 39 before final completion and acceptance of the entire job shall be satisfactorily re- 40 placed at the Contractor's expense, and in conformity with all of the requirements of 41 the Drawings and Specifications. 42 2. Perform removal and replacement of concrete work in such manner as not to impair 43 the appearance or strength of the structure in any way. 44 B. Cleaning CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 03 30 00-25 CAST-IN-PLACE CONCRETE Page 25 of 25 1 1. Upon completion of the work remove from the site all forms,equipment,protective 2 coverings and any rubbish resulting therefrom. 3 2. After sweeping floors, wash floors with clean water. 4 3. Leave finished concrete surfaces in a clean condition,satisfactory to the City. 5 3.11 CLOSEOUT ACTIVITIES [NOT USED] 6 3.12 PROTECTION [NOT USED] 7 3.13 MAINTENANCE [NOT USED] 8 3.14 ATTACHMENTS [_NOT USED] 9 END OF SECTION 10 Revision Log DATE NAME SUMMARY OF CHANGE 2.2.0.3—Removed Blue Text/Added Descriptions for water-soluble, 12/20/2012 D.Johnson chloride-ion content 3 A.C.1—Changed 75%to 70% ,, 11 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033413-I CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 1 of 7 1 SECTION 03 34 13 2 CONTROLLED LOW STRENGTH MATERIAL(CLSM) 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Controlled low strength material (CLSM)for use in the following: 7 a. Flowable backfill 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified 3.7.11.1 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Section 03 30 00-Cast-in-Place Concrete 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 or Items being placed. 18 2. Payment 19 a. The work performed and the materials furnished in accordance with this Item 20 are subsidiary to the structure or Items being placed and no other compensation 21 will be allowed. 22 1.3 REFERENCES 23 A. Reference Standards 24 1. Reference standards cited in this Specification refer to the current reference 25 standard published at the time of the latest revision date logged at the end of this 26 Specification,unless a date is specifically cited. 27 B. ASTM International (ASTM): 28 1. C31 -Standard Practice for Making and Curing Concrete Test Specimens in the 29 Field. 30 2. C33 -Standard Specification for Concrete Aggregates. 31 3. C39-Standard Test Method for Compressive Strength of Cylindrical Concrete 32 Specimens. 33 4. C143 - Standard Test Method for Slump of Hydraulic Cement Concrete. 34 5. C231 -Standard Test Method for Air Content of Freshly Mixed Concrete by the 35 Pressure Method. 36 6. C260-Standard Specification for Air-Entraining Admixtures for Concrete. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033413-2 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 2 of 7 1 7. C618-Standard Specification for Coal Fly Ash and Raw or Calcined Natural 2 Pozzolan for Use in Concrete. 3 L4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 4 1.5 SUBMITTALS 5 A. Provide submittals in accordance with Section 01 33 00. 6 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 7 specials. 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 9 A. Product data 10 B. Sieve analysis 11 1. Submit sieve analyses of fine and coarse aggregates being used. 12 a. Resubmit at any time there is a significant change in grading of materials. 13 2. Mix 14 a. Submit full details,including mix design calculations for mix proposed for use. 15 C. Trial batch test data 16 1. Submit data for each test cylinder. 17 2. Submit data that identifies mix and slump for each test cylinder. 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 22 1.11 FIELD CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2- PRODUCTS 25 2.1 OWNER-FURNISHED OR OWNER-SUPPLIED PRODUCTS [NOT USED] 26 2.2 PRODUCT TYPES AND MATERIALS 27 A. Materials 28 1. Portland cement: Type II low alkali portland cement as specified in Section 03 30 29 00. 30 2. Fly ash: Class F fly ash in accordance with ASTM C618. 31 3. Water: As specified in Section 03 30 00. 32 4. Admixture: Air entraining admixture in accordance with ASTM C260. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033413-3 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 3 of 7 1 5. Fine aggregate: Concrete sand(does not need to be in accordance with 2 ASTM C33).No more than 12 percent of fine aggregate shall pass a No. 200 sieve, 3 and no plastic fines shall be present. 4 6. Coarse aggregate: Pea gravel no larger than 3/8 inch. 5 B. Mixes 6 1. Performance requirements 7 a. Total calculated air content 8 1) Not less than 8.0 percent or greater than 12.0 percent. 9 b. Minimum unconfined compressive strength 10 1) Not less than 50 psi measured at 28 days. 11 c. Maximum unconfined compressive strength 12 1) Not greater than 150 psi measured at 28 days. 13 2) Limit the long-term strength(90 days)to 200 psi such that material could 14 be re-excavated with conventional excavation equipment in the future if 15 necessary. 16 d. Wet density 17 1) No greater than 132 pounds per cubic foot. 18 e. Color 19 1) No coloration required unless noted. 20 2) Submit dye or other coloration means for approval. 21 2. Suggested design mix Absolute Volume Material Weight Specific Gravity Cubic Foot Cement 30 pounds 3.15 0.15 Fly Ash 300 pounds 2.30 2.09 Water 283 pounds 1.00 4.54 Coarse Aggregate 1,465 pounds 2.68 8.76 Fine Aggregate 1,465 pounds 2.68 8.76 Admixture 4-6 ounces - 2.70 TOTAL 3,543 pounds - 27.00 22 23 2.3 ACCESSORIES [NOT USED] 24 2.4 SOURCE QUALITY CONTROL 25 A. Trial batch 26 1. After mix design has been accepted by Engineer,have trial batch of the accepted 27 mix design prepared by testing laboratory acceptable to Engineer. 28 2. Prepare trial batches using specified cementitious materials and aggregates 29 proposed to be used for the Work. 30 3. Prepare trial batch with sufficient quantity to determine slump,workability, 31 consistency,and to provide sufficient test cylinders. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033413-4 CONTROLLED LOW STRENGTH 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 hoist 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 C 143 with the following exceptions: 32 1. Do not rod the concrete material. 33 2. Place material in slump cone in 1 semi-continuous filling operation,slightly 34 overfill,tap lightly, strike off, and then measure and record slump. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033413-5 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 5 of 7 1 PART 3- EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] ° 5 3.4 INSTALLATION 6 A. Place CLSM by any method which preserves the quality of the material in terms of 7 compressive strength and density: 8 1. Limit lift heights of CLSM placed against structures and other facilities that could 9 be damaged due to the pressure from the CLSM, to the lesser of 4 feet or the lift 10 height indicated on the Drawings.Do not place another lift of CLSM until the last 11 lift of CLSM has set and gained sufficient strength to prevent lateral load due to the 12 weight of the next lift of CLSM. 13 2. The basic requirement for placement equipment and placement methods is the 14 maintenance of its fluid properties. 15 3. Transport and place material so that it flows easily around,beneath,or through 16 walls, pipes, conduits, or other structures. 17 4. Use a slump of the placed material greater than 9 inches, and sufficient to allow the 18 material to flow freely during placement: 19 a. After trial batch testing and acceptance,maintain slump developed during 20 testing during construction at all times within± 1 inch. 21 5. Use a slump,consistency,workability,flow characteristics,and pumpability(where 22 required)such that when placed,the material is self-compacting,self-densifying, 23 and has sufficient plasticity that compaction or mechanical vibration is not required. 24 6. When using as embedment for pipe take appropriate measures to ensure line and 25 grade of pipe. 26 3.5 REPAIR[NOT USED] 27 3.6 RE-INSTALLATION [NOT USED] 28 3.7 FIELD QUALITY CONTROL 29 A. General 30 1. Make provisions for and furnish all material for the test specimens,and provide 31 manual assistance to assist the Engineer in preparing said specimens. 32 2. Be responsible for the care of and providing curing condition for the test specimens. 33 B. Tests by the City 34 1. During the progress of construction,the City will have tests made to determine 35 whether the CLSM,as being produced,complies with the requirements specified 36 hereinbefore.Test cylinders will be made and delivered to the laboratory by the 37 Engineer Contractor,and the testing expense will be borne by the City. 38 2. Test cylinders 39 a. Prepare test cylinders in accordance with ASTM C31 with the following 40 exceptions: CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033413-6 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 6 of 7 1 1) Fill the concrete test cylinders to overflowing and tap sides lightly to settle 2 the mix. 3 2) Do not rod the concrete mix. 4 3) Strike off the excess material. 5 b. Place the cylinders in a safe location away from the construction activities. 6 Keep the cylinders moist by covering with wet burlap,or equivalent.Do not 7 sprinkle water directly on the cylinders. 8 c. After 2 days,place the cylinders in a protective container for transport to the 9 laboratory for testing. The concrete test cylinders are fragile and shall be 10 handled carefully.The container may be a box with a Styrofoam or similar 11 lining that will limit the jarring and bumping of the cylinders. 12 d. Place test cylinders in a moist curing room. Exercise caution in moving and 13 transporting the cylinders since they are fragile and will withstand only 14 minimal bumping,banging,or jolting without damage. 15 e. Do not remove the test cylinder from mold until the cylinder is to be capped 16 and tested. 17 f. The test cylinders may be capped with standard sulfur compound or neoprene 18 pads: 19 1) Perform the capping carefully to prevent premature fractures. 20 2) Use neoprene pads a minimum of 1/2 inch thick,and 1/2 inch larger in 21 diameter than the test cylinders. 22 3) Do not perform initial compression test until the cylinders reach a 23 minimum age of 3 days. 24 3. The number of cylinder specimens taken each day shall be determined by the 25 Inspector. 26 a. Test 1 cylinder at 3 days and 2 at 28 days in accordance with ASTM C39 27 except as modified herein. 28 b. The compression strength of the cylinders tested at 28 days shall be equal to or 29 greater than the minimum required compression strength,but not exceed 30 maximum compression strength. 31 4. The City will test the air content of the CLSM.Test will be made immediately after 32 discharge from the mixer in accordance with ASTM C231. 33 5. Test the slump of CLSM using a slump cone in accordance with ASTM C143 with 34 the following exceptions: 35 a. Do not rod the concrete material. 36 b. Place material in slump cone in 1 semi-continuous filling operation,slightly 37 overfill,tap lightly, strike off, and then measure and record slump. 38 6. If compressive strength of test cylinders does not meet requirements,make 39 corrections to the mix design to meet the requirements of this specification. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033413-7 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 7 of 7 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 Revision Log DATE NAME SUMMARY OF CHANGE 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033416-1 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page I of 4 1 SECTION 03 34 16 2 CONCRETE BASE MATERIAL FOR TRENCH REPAIR 3 PART1 - GENERAL 4 LI SUMMARY 5 A. Section includes: 6 1. Concrete base material for trench repair 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Modified 3.7.A 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1—General Requirements 12 3. Section 03 30 00—Cast-in-Place Concrete 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Measurement 16 a. This Item is considered subsidiary to the structure or Items being placed. 17 2. Payment 18 a. The work performed and the materials furnished in accordance with this Item 19 are subsidiary to the structure or Items being placed and no other compensation 20 will be allowed. 21 1.3 REFERENCES 22 A. Reference Standards 23 1. Reference standards cited in this Specification refer to the current reference 24 standard published at the time of the latest revision date logged at the end of this 25 Specification,unless a date is specifically cited. 26 B. ASTM International(ASTM): 27 1. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 28 Field. 29 2. C33, Standard Specification for Concrete Aggregates. 30 3. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 31 Specimens. 32 4. C 143, Standard Test Method for Slump of Hydraulic-Cement Concrete. 33 5. C172, Standard Practice for Sampling Freshly Mixed Concrete. 34 6. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the 35 Pressure Method. 36 7. C260, Standard Specification for Air-Entraining Admixtures for Concrete. 37 8. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural 38 Pozzolan for Use in Concrete. 39 9. C 1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 40 Cement Concrete. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033416-2 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 2 of 4 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 A. Submit proposed mix design for Engineer's review a minimum of 2 weeks prior to start 8 of low density concrete backfill work. 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 13 1.11 FIELD CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART 2- PRODUCTS 16 2.1 OWNER-FURNISHED OR OWNER-SUPPLIED PRODUCTS [NOT USED] 17 2.2 PRODUCT TYPES AND MATERIALS 18 A. Mix Design 19 1. Performance requirements 20 a. Concrete Base Material for Trench Repair 21 1) 28-day compressive strength of not less than 750 psi and not more than 22 1,200 psi. 23 B. Materials 24 1. Portland cement 25 a. Type II low alkali portland cement as specified in Section 03 30 00. 26 2. Fly ash 27 a. Class F fly ash in accordance with ASTM C618. 28 3. Water 29 a. As specified in Section 03 30 00. 30 4. Admixture 31 a. Air entraining admixture in accordance with ASTM C260. 32 5. Fine aggregate 33 a. Concrete sand(does not need to be in accordance with ASTM C33). 34 b. No more than 12 percent of fine aggregate shall pass a No. 200 sieve, and no 35 plastic fines shall be present. 36 6. Coarse aggregate 37 a. Pea gravel no larger than 3/8 inch. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033416-3 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 3 of 4 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3- EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. Place concrete base material by any method which preserves the quality of the material 9 in terms of compressive strength and density. 10 1. The basic requirement for placement equipment and placement methods is the i l maintenance of its fluid properties. 12 2. Transport and place material so that it flows easily around,beneath,or through 13 walls, pipes,conduits,or other structures. 14 3. Use a slump,consistency,workability,flow characteristics, and pumpability(where 15 required)such that when placed,the material is self-compacting,self-densifying, 16 and has sufficient plasticity that compaction or mechanical vibration is not required. 17 3.5 REPAIR [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD QUALITY CONTROL 20 A. General 21 1. Make provisions for and furnish all material for the test specimens,and provide 22 manual assistance to assist the Engineer-City in preparing said specimens. 23 2. Be responsible for the care of and providing curing condition for the test specimens. 24 B. Concrete Tests: Perform testing of composite samples of fresh concrete obtained 25 according to ASTM C172 according to the following requirements: 26 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each 27 concrete mixture up to 25 cubic yards,plus 1 set for each additional 50 cubic yards 28 or fraction thereof. 29 2. Slump: ASTM C143; I test at point of placement for each composite sample, but 30 not less than 1 test for each day's pour of each concrete mixture. Perform additional 31 tests when concrete consistency appears to change. 32 3. Air Content: ASTM C231,pressure method,for normal-weight concrete; 1 test for 33 each composite sample,but not less than 1 test for each day's pour of each concrete 34 mixture. 35 4. Concrete Temperature: ASTM C 1064; 1 test hourly when air temperature is 40 36 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above, and 1 37 test for each composite sample. 38 5. Compression Test Specimens: ASTM C31. 39 a. Cast and laboratory cure 4 cylinders for each composite sample. 40 1) Do not transport field cast cylinders until they have cured for a minimum of 41 24 hours. r' CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 033416-4 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 4 of 4 1 6. Compressive-Strength Tests: ASTM C39 2 a. Test 1 cylinder at 7 days. 3 3.8 SYSTEM STARTUP [NOT USED] 4 3.9 ADJUSTING [NOT USED] 5 3.10 CLEANING [NOT USED] 6 3.11 CLOSEOUT ACTIVITIES [NOT USED] 7 3.12 PROTECTION [NOT USED] 8 3.13 MAINTENANCE [NOT USED] 9 3.14 ATTACHMENTS [NOT USED] 10 END OF SECTION 11 Revision Log DATE NAME SUMMARY OF CHANGE 12 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 3123 16-1 UNCLASSIFIED EXCAVATION Pagel of 5 1 SECTION 3123 16 2 UNCLASSIFIED EXCAVATION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Excavate areas as shown on the Drawings or as directed. Removal of materials 7 encountered to the lines,grades,and typical sections shown on the Drawings and 8 removal from site. Excavations may include construction of 9 a. Roadways 10 b. Drainage Channels 11 c. Site Excavation 12 d. Excavation for Structures 13 e. Or any other operation involving the excavation of on-site materials 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. Deleted 1.2.A.1-2 16 2. Added 1.2.A.3-4 17 C. Related Specification Sections include, but are not necessarily limited to: 18 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract Jr<, 19 2. Division 1 —General Requirements 20 3. Section 3123 23—Borrow 21 4. Section 3124 00—Embankments 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. Excavation Plan Quantity 25 a. nor, „t 26 1)J Mee for-^t this item shall be by the ,1.: rd in its final 27 pasition using he average end orea method.Limits its„r measur-ement 28 are shown on the DFawings-. 29 2) When measured by the eubie yard in its final positron,this is s 30 quantity measurement item. The quantity to be paid is the quantity 31 shown in the proposal,unless modified by Article 11.04 of the General 32 Conditions Add:t:.nal measurements or . letilations will be made i 33 adjustments of quantities required--. 34 b. Payment 35 1. 'The or i• effer-uedr ru-materials r„ shed in neeor-danee with this 36 item and measured as provided under"Measurement" will be paid for- 37 at the unit price bid per eubie yard of"U ieTlassifTi GQ Excavation by 38 Plan". No additional eoip ei$ution will be allowed for-r-oek vr 39 shrinkage/swell faetors,as these are the Coot, etor-'s responsibility.- 40 e. The pFiee bid shall inelude; 41 11 1,....ayat•,.., 42 2) Exeavation Safety CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised January 28,2013 City Project No.00969 312316-2 UNCLASSIFIED EXCAVATION Page 2 of 5 1 2` ng 2 4) Dust Gon4 of 3 5) Reworking or replaeing the over exenvated material in roek 4 6` Haulin 5 7) Disposal of excess material not used elsewhere on 6 8) SrffifiCafiOff 7 9) Clean-up 8 2. Exeavation by Surveyed Quantity 10 1) Measurement for this item shall be by the cubie yard in its final 11 position calculated using the average end area or composite meth 12 a) The City will perform a r-eferenee survey once the Site has bee* 13 cleared to obtain existing ground conditions. 14 !`ont.... too will be id for-th.. „h;.. a dage f Ti'x..ayat...l 15 a c°-co:rcrnccvt�nrvc-�mia-zvrcxra.croszv�"-u'rcrgg�vr�-cc-�r�zccca 16 . 17 d) Partial payments will be based on estimated plan quantity 18 19 bent 20 1) Theme erfer-med and-ffin-te-iulsf'u;z hed-in neeer-danee with this 21 " will be paid for- 22 at the unit priee bid per eubie yard of" 23 sufve 24 e. The priee bid shall include: 25 1) Exeavation 26 2) Excavation Safe 27 3j—Dr-yitng 28 4) Dust Contrel 29 5) Reworking or r-epineing the over exenvated material in r-oek 30 moo)—mss 31 7) Disposal of exeess material not used elsewhere on 32 8) Sear-ifieafio* 33 9) -Clean tip 34 3. Measurement 35 a. This Item is considered subsidiary to the levee crossinIz shaft as indicated 36 in the drawinl4s. 37 4. Payment 38 a. The work performed and the materials furnished in accordance with this 39 Item are subsidiary to the levee crossing shaft as indicated in the drawings. 40 1.3 REFERENCES [NOT USED] 41 A. Definitions 42 1. Unclassified Excavation-Without regard to materials,all excavations shall be 43 considered unclassified and shall include all materials excavated. Any reference to 44 Rock or other materials on the Drawings or in the specifications is solely for the 45 City and the Contractor's information and is not to be taken as a classification of 46 the excavation. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised January 28,2013 City Project No.00969 3123 16-3 UNCLASSIFIED EXCAVATION Page 3 of 5 1 1.4 ADMINSTRATIVE REQUIREMENTS 2 A. The Contractor will provide the City with a Disposal Letter in accordance to Division 3 01. 4 1.5 SUBMITTALS [NOT USED] 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE 9 A. Excavation Safety 10 1. The Contractor shall be solely responsible for making all excavations in a safe 11 manner. 12 2. All excavation and related sheeting and bracing shall comply with the requirements 13 of OSHA excavation safety standards 29 CFR part 1926 and state requirements. 14 1.10 DELIVERY,STORAGE,AND HANDLING 15 A. Storage 16 1. Within Existing Rights-of-Way(ROW) 17 a. Soil may be stored within existing ROW,easements or temporary construction 18 easements,unless specifically disallowed in the Contract Documents. 19 b. Do not block drainage ways,inlets or driveways. 20 c. Provide erosion control in accordance with Section 3125 00. 21 d. When the Work is performed in active traffic areas,store materials only in 22 areas barricaded as provided in the traffic control plans. 23 e. In non-paved areas,do not store material on the root zone of any trees or in 24 landscaped areas. 25 2. Designated Storage Areas 26 a. If the Contract Documents do not allow the storage of spoils within the ROW, 27 easement or temporary construction easement,then secure and maintain an 28 adequate storage location. 29 b. Provide an affidavit that rights have been secured to store the materials on 30 private property. 31 c. Provide erosion control in accordance with Section 31 25 00. 32 d. Do not block drainage ways. 33 1.11 FIELD CONDITIONS 34 A. Existing Conditions 35 1. Any data which has been or may be provided on subsurface conditions is not 36 intended as a representation or warranty of accuracy or continuity between soils. It 37 is expressly understood that neither the City nor the Engineer will be responsible 38 for interpretations or conclusions drawn there from by the Contractor. 39 2. Data is made available for the convenience of the Contractor. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised January 28,2013 City Project No.00969 312316-4 UNCLASSIFIED EXCAVATION Page 4 of 5 1 1.12 WARRANTY [NOT USED] 2 PART 2- PRODUCTS [NOT USED] 3 2.1 OWNER-FURNISHED [NOT USED] 4 2.2 PRODUCT TYPES AND MATERIALS 5 A. Materials 6 1. Unacceptable Fill Material 7 a. In-situ soils classified as ML, MH, PT,OL or OH in accordance with ASTM 8 D2487 9 PART 3- EXECUTION 10 3.1 INSTALLERS [NOT USED] 11 3.2 EXAMINATION [NOT USED] 12 3.3 PREPARATION [NOT USED] 13 3.4 CONSTRUCTION 14 A. Accept ownership of unsuitable or excess material and dispose of material off-site 15 accordance with local,state,and federal regulations at locations. 16 B. Excavations shall be performed in the dry,and kept free from water,snow and ice 17 during construction with eh exception of water that is applied for dust control. 18 C. Separate Unacceptable Fill Material from other materials,remove from the Site and 19 properly dispose according to disposal plan. 20 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and 21 proposed or existing structures. 22 E. Correct any damage to the subgrade caused by weather, at no additional cost to the 23 City. 24 F. Shape slopes to avoid loosening material below or outside the proposed grades. 25 Remove and dispose of slides as directed. 26 G. Rock Cuts 27 1. Excavate to finish grades. 28 2. In the event of over excavation due to contractor error below the lines and grades 29 established in the Drawings, use approved embankment material compacted in 30 accordance with Section 3124 00 to replace the over excavated at no additional 31 cost to City. 32 H. Earth Cuts 33 1. Excavate to finish subgrade CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised January 28,2013 City Project No.00969 312316-5 UNCLASSIFIED EXCAVATION Page 5 of 5 1 2. In the event of over excavation due to contractor error below the lines and grades 2 established in the Drawings,use approved embankment material compacted in 3 accordance with Section 3124 00 to replace the over excavated at no additional 4 cost to City. 5 3. Manipulate and compact subgrade in accordance with Section 3124 00. 6 3.5 REPAIR [NOT USED] 7 3.6 RE-INSTALLATION [NOT USED] 8 3.7 FIELD QUALITY CONTROL 9 A. Subgrade Tolerances 10 1. Excavate to within 0.1 foot in all directions. 11 2. In areas of over excavation,Contractor provides fill material approved by the City 12 at no expense to the City. 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2-Measurement and Payment Section modified;Blue Text added for clarification 1/28/13 D.Johnson 1.2—Modified Bid Item names in payment section to differentiate between Payment Methods on bid list. 21 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised January 28,2013 City Project No.00969 312400-1 EMBANKMENTS Page 1 of 10 i SECTION 3124 00 2 EMBANKMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Transporting and placement of Acceptable Fill Material within the boundaries of 7 the Site for construction of- 8 a. Roadways 9 b. Embankments 10 c. Drainage Channels 11 d. Site Grading 12 e. Any other operation involving the placement of on-site materials 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. Deleted 1.2.A.1-2 15 2. Added 1.2.A.3-4 16 3. Modified 1.4.A.1 17 4. Modified 3.4.E.1 18 5. Modified 3.7.A.l.a 19 C. Related Specification Sections include,but are not necessarily limited to: 20 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 21 2. Division 1 —General Requirements 22 3. Section 31 23 16—Unclassified Excavation 23 4. Section 31 23 23—Borrow 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Embankments by Plan Quantity 27 a. Me nt 28 11 Measurement f.,,r this item shall be by the cubic ,.a in its find 29 position using the average end area method. Limits of measurement 30 are shown on the Drawing& 31 ,this is a plans 32 quantity measurement item. The quantity to be paid is the quantity 33 shown in the proposal, unless modified by Artiele 14.04 of the GeneFal 34 Conditions.Additional measurements or-calculations will be made i 35 adjustments of quantities are r-equiire 36 h. Payment 37 1) The wor-k performed and materials furnished in aceor-danee with this 38 "Measurement"will be paid for 39 ". 40 additional eompensation will be allowed for-r-ock or shFinkage/sw 41 , ' CITY OF FORT WORTH CAYLOR 5 MG GROUND STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WATER,AND DRAINAGE IMPROVEMENTS Revised January 28,2013 City Project No.02111 312400-2 EMBANKMENTS Page 2 of 10 1 . 2 1) TFanspor-fing or-hauling material 3 >roompaeting,and finishing Embankment 4 3) Gonstr-uetion Witte 5 Control 6 5) Clean-up 8 7) Disposal of exeess materials 9 8) Rewer-king or-r-eplaeement of undet-eut material 10 2. Embankments by Surweyed Quantky 11 a. Me „t 12 1) rR,,. sur-,.,, ent f.,,.this item shall be by the e..F.ie ya.-mil in its final 13 position ealeulated using the aver-age end area er-eemposite meth 14 a) The City will perform a reference surwey onee the Site has been 15 . 16 b) The City will perform a final post eonstr-uction sun,ey. 17 e) The Contr-aetor-will be paid for-the eubie yar-dage of Embankment 18 . 19 mil Par-tin!payments will be based on estimated plan quantity 20 eats ....lculated by the i`i,,.,:,,00.. 21 b. Payment 22 1\ The ,.L per-formed and materials furnished in aeeoirdanee is,ith this 23 item and measur-ed as provided under-"MeasuFefneut'.,wee-. idfer 24 " ". 25 . 26 1) Transporting or-hauling material 27 ,eompacting,and finishing Embankment 28 29 4) Dust Gontr-ol 30 c) f�"P 31 6) Proof D.,11',,., 32 7) Disposal of excess materials 33 .,t material 34 3. Measurement 35 a. This Item is considered subsidiary to the levee crossings shaft as indicated 36 in the drawings. 37 4. Payment 38 a. The work performed and the materials furnished in accordance with this 39 Item are subsidiary to the levee crossinI4 shaft as indicated in the drawings. 40 1.3 REFERENCES 41 A. Reference Standards 42 1. Reference standards cited in this specification refer to the current reference standard 43 published at the time of the latest revision date logged at the end of this 44 specification,unless a date is specifically cited. 45 2. ASTM Standards 46 a. ASTM D4318-10,Test Procedure for Determining Liquid Limit,Plastic Limit, 47 and Plasticity Index of Soils CITY OF FORT WORTH CAYLOR 5 MG GROUND STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WATER,AND DRAINAGE IMPROVEMENTS Revised January 28,2013 City Project No.02111 312400-3 EMBANKMENTS Page 3 of 10 1 b. ASTM D4943-08, Standard Test Method for Shrinkage Factors of Soils by the 2 Wax Method 3 c. ASTM D698-07e1, Standard Test Methods for Laboratory Compaction 4 Characteristics of Soil Using Standard Effort 5 d. ASTM D1557-09, Standard Test Methods for Laboratory Compaction 6 Characteristics of Soil Using Modified Effort 7 e. ASTM D7382-08, Standard Test for Determination of Maximum Dry Unit 8 Weight and Water Content Range for Effective Compaction of Granular Soils 9 Using a Vibrating Hammer 10 f. ASTM D1556-07, Standard Test for Density and Unit Weight of Soil In-Place 11 by the Sand Cone Method 12 1.4 ADMINSTRATIVE REQUIREMENTS 13 A. Sequencing 14 1. Sequence work such that calls of proctors are complete in accordance with ASTM 15 D698 D1557 prior to commencement of construction activities. 16 1.5 SUBMITTALS 17 A. Submittals shall be in accordance with Section 0133 00. 18 B. All submittals shall be approved by the City prior to construction 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 20 A. Shop Drawings 21 1. Stockpiled material 22 a. Provide a description of the storage of the excavated material only if the 23 Contract Documents do not allow storage of materials in the right-of-way or the 24 easement 25 1.7 CLOSEOUT SUBMITTALS [NOT USED] 26 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 27 1.9 QUALITY ASSURANCE [NOT USED] 28 1.10 DELIVERY, STORAGE,AND HANDLING 29 A. Storage 30 1. Within Existing Rights-of-Way(ROW) 31 a. Soil may be stored within existing ROW,easements or temporary construction 32 easements,unless specifically disallowed in the Contract Documents. 33 b. Do not block drainage ways, inlets or driveways. 34 c. Provide erosion control in accordance with Section 3125 00. 35 d. When the Work is performed in active traffic areas,store materials only in 36 areas barricaded as provided in the traffic control plans. 37 e. In non-paved areas, do not store material on the root zone of any trees or in 38 landscaped areas. 39 2. Designated Storage Areas 40 a. If the Contract Documents do not allow the storage within the ROW,easement 41 or temporary construction easement,then secure and maintain an adequate 42 storage location. CITY OF FORT WORTH CAYLOR 5 MG GROUND STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WATER,AND DRAINAGE IMPROVEMENTS Revised January 28,2013 City Project No.02111 312400-4 EMBANKMENTS Page 4 of 10 i b. Provide an affidavit that rights have been secured to store the materials on 2 private property. 3 c. Provide erosion control in accordance with Section 3125 00. 4 d. Do not block drainage ways. 5 1.11 FIELD CONDITIONS 6 A. Existing Conditions 7 1. Any data which has been or may be provided on Subsurface conditions is not 8 intended as a representation or warranty of accuracy or continuity between soils. It 9 is expressly understood that neither the City nor the Engineer will be responsible 10 for interpretations or conclusions drawn there from by the Contractor. 11 2. Data is made available for the convenience of the Contractor. 12 1.12 WARRANTY [NOT USED] 13 PART 2- PRODUCTS 14 2.1 OWNER-FURNISHED [NOT USED] 15 2.2 PRODUCT TYPES AND MATERIALS 16 A. Materials 17 1. Acceptable Fill Material 18 a. In-situ or imported soils classified as CL,CH, SC or GC in accordance with 19 ASTM D2487 20 b. Free from deleterious materials,boulders over 6 inches in size and organics 21 c. Can be placed free from voids 22 d. Must have 20 percent passing the number 200 sieve 23 2. Blended Fill Material 24 a. In-situ soils classified as GW,GP,GM, SW, SP,or SM in accordance with 25 ASTM D2487 26 b. Blended with in-situ or imported acceptable backfill material to meet the 27 requirements of an Acceptable Backfill Material 28 c. Free from deleterious materials, boulders over 6 inches in size and organics 29 d. Must have 20 percent passing the number 200 sieve 30 3. Unacceptable Fill Material 31 a. In-situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM 32 D2487 33 4. Select Fill 34 a. Classified as SC or CL in accordance with ASTM D2487 35 b. Liquid limit less than 35 36 c. Plasticity index between 8 and 20 CITY OF FORT WORTH CAYLOR 5 MG GROUND STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WATER AND DRAINAGE IMPROVEMENTS Revised January 28,2013 City Project No.02111 312400-5 EMBANKMENTS Page 5 of 10 1 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 2 2.4 ACCESSORIES [NOT USED] 3 2.5 SOURCE QUALITY CONTROL [NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION 8 A. Protection of In-Place Conditions 9 1. Pavement 10 a. Conduct activities in such a way that does not damage existing pavement that is 11 designated to remain. 12 b. Repair or replace any pavement damaged due to the negligence of the 13 contractor outside the limits designated for pavement removal at no additional 14 cost 15 2. Trees 16 a. When operating outside of existing ROW,stake permanent and temporary 17 construction easements. 18 b. Restrict all construction activities to the designated easements and ROW. 19 c. Flag and protect all trees designated to remain in accordance with Section 31 10 20 00. 21 d. Conduct embankments in a manner such that there is no damage to the tree 22 canopy. 23 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 24 specifically allowed by the City. 25 1) Pruning or trimming may only be accomplished with equipment 26 specifically designed for tree pruning or trimming. 27 3. Above ground Structures 28 a. Protect all above ground structures adjacent to the construction. 29 4. Traffic 30 a. Maintain existing traffic,except as modified by the traffic control plan,and in 31 accordance with Section 34 71 13. 32 b. Do not block access to driveways or alleys for extended periods of time unless: 33 1) Alternative access has been provided 34 2) Proper notification has been provided to the property owner or resident 35 3) It is specifically allowed in the traffic control plan 36 3.4 INSTALLATION 37 A. Embankments General 38 1. Placing and Compacting Embankment Material 39 a. Perform fill operation in an orderly and systematic manner using equipment in 40 proper sequence to meet the compaction requirements CITY OF FORT WORTH CAYLOR 5 MG GROUND STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WATER,AND DRAINAGE IMPROVEMENTS Revised January 28,2013 City Project No.02111 312400-6 EMBANKMENTS Page 6 of 10 1 b. Scarify and loosen the unpaved surface areas,except rock,to a depth of at least 2 6 inches,unless otherwise shown on the Drawings 3 c. Place fill on surfaces free from trees, stumps,roots,vegetation,or other 4 deleterious materials 5 d. Bench slopes before placing material. 6 e. Begin filling in the lowest section or the toe of the work area 7 f. When fill is placed directly or upon older fill,remove debris and any loose 8 material and proof roll existing surface. 9 g. After spreading the loose lifts to the required thickness and adjusting its 10 moisture content as necessary,simultaneously recompact scarified material 11 with the placed embankment material. 12 h. Roll with sufficient number passes to achieve the minimum required 13 compaction. 14 i. Provide water sprinkled as necessary to achieve required moisture levels for 15 specified compaction 16 j. Do not add additional lifts until the entire previous lift is properly compacted. 17 2. Surface Water Control 18 a. Grade surface horizontally but provide with sufficient longitudinal and 19 transverse slope to allow for runoff of surface water from every point. 20 b. Conduct fills so that no obstruction to drainage from any other sections of fill is 21 created. 22 c. Install temporary dewatering sumps in low areas during filling where excess 23 amounts of runoff collect. 24 d. Compact uniformly throughout. Keep surfaces of fill reasonably smooth and 25 free from humps and hollows that would prevent proper uniform compaction. 26 e. Do not place fill during or shortly after rain events which prevent proper work 27 placement of the material and compaction 28 f. Prior to resuming compaction operations,remove muddy material off the 29 surface to expose firm and compacted materials 30 B. Embankments for Roads 31 1. Only Acceptable Fill Material will be allowed for roadways 32 2. Embankments for roadbeds shall be constructed in layers approximately parallel to 33 the finished grade of the street 34 3. Construct generally to conform to the cross section of the subgrade section as 35 shown in the Drawings. 36 4. Establish grade and shape to the typical sections shown on the Drawings 37 5. Maintain finished sections of embankment to the grade and compaction 38 requirements until the project is accepted. 39 C. Earth Embankments 40 1. Earth embankment is mainly composed of material other than rock. Construct 41 embankments in successive layers,evenly distributing materials in lengths suited 42 for sprinkling and rolling. 43 2. Rock or Concrete 44 a. Obtain approval from the City prior to incorporating rock and broken concrete 45 produced by the construction project in the lower layers of the embankment. 46 b. No Rock or Concrete will be permitted in embankments in any location where 47 future utilities are anticipated. CITY OF FORT WORTH CAYLOR 5 MG GROUND STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WATER,AND DRAINAGE IMPROVEMENTS Revised January 28,2013 City Project No.02111 312400-7 EMBANKMENTS Page 7 of 10 1 c. When the size of approved rock or broken concrete exceeds the layer thickness 2 place the rock and concrete outside the limits of the proposed structure or 3 pavement.Cut and remove all exposed reinforcing steel from the broken 4 concrete. 5 3. Move the material dumped in piles or windrows by blading or by similar methods 6 and incorporate it into uniform layers. 7 4. Featheredge or mix abutting layers of dissimilar material for at least 100 feet to 8 ensure there are no abrupt changes in the material. 9 5. Break down clods or lumps of material and mix embankment until a uniform 10 material is attained. 11 D. Rock Embankments 12 1. Rock embankment is mainly composed of rock. 13 2. Rock Embankments for roadways are only allowed when specifically designated on 14 the Drawings. 15 3. Construct rock embankments in successive layers for the full width of the roadway 16 cross-section with a depth of 18-inches or less. 17 4. The layer depth for large rock sizes shall not exceed a depth of 18-inches in any 18 case. Fill voids created by the large stone matrix with smaller stones during the 19 placement and filling operations. 20 5. Ensure the depth of the embankment layer is greater than the maximum dimension 21 of any rock. 22 6. Do not place rock greater than 18-inches in its maximum dimension. 23 7. Construct the final layer with graded material so that the density and uniformity is 24 in accordance compaction requirements. 25 8. The upper or final layer of rock embankments shall contain no material larger than 26 4 inches in their maximum dimension. 27 E. Density 28 1. Compact each layer until the maximum dry density as determined by ASTM D698 29 D1557 is achieved. 30 a. Not Under Roadway or Structure: 31 1) areas to be compacted in the open, not beneath any structure, pavement, 32 flatwork, or is a minimum of lfoot outside of the edge of any structure, 33 edge of pavement,or back of curb. 34 a) Compact each layer to a minimum of 90 percent Standard Proctor 35 Density. 36 b. Embankments under future paving: 37 1) Compact each layer to a minimum of 95 percent standard proctor density 38 with a moisture content not to exceed+4 percent or-2 percent of optimum 39 moisture or as indicated on the Drawings 40 c. Embankments under structures: 41 1) Compacted each layer as indicated on the Drawings 42 F. Maintenance of Moisture and Reworking 43 1. Maintain the density and moisture content once all requirements are met. 44 2. For soils with a PI greater than 15,maintain the moisture content no lower than 4 45 percentage points below optimum. CITY OF FORT WORTH CAYLOR 5 MG GROUND STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WATER,AND DRAINAGE IMPROVEMENTS Revised January 28,2013 City Project No.02111 312400-8 EMBANKMENTS Page 8 of 10 1 3. Rework the material to obtain the specified compaction when the material loses the 2 required stability,density,moisture,or finish. 3 4. Alter the compaction methods and procedures on subsequent work to obtain 4 specified density as directed by the City. 5 3.5 REPAIR[NOT USED] 6 3.6 RE-INSTALLATION [NOT USED) 7 3.7 FIELD QUAILITY CONTROL 8 A. Field Tests and Inspections 9 1. Proctors 10 a. The City will perform Modified Proctors testing in accordance with ASTM 11 D698 D1557. 12 b. Test results will generally be available to within 4 calendar days and distributed 13 to: 14 1) Contractor 15 2) City Project Manager 16 3) City Inspector 17 4) Engineer 18 c. Notify the City if the characteristic of the soil changes. 19 d. City will perform new proctors for varying soils: 20 1) When indicated in the geotechnical investigation in the Appendix 21 2) If notified by the Contractor 22 3) At the convenience of the City 23 e. Embankments where different soil types are present and are blended,the 24 proctors shall be based on the mixture of those soils. 25 2. Proof Rolling 26 a. Embankments under Future Pavement 27 1) City Project Representative must be on-site during proof rolling operations. 28 2) Use equipment that will apply sufficient load to identify soft spots that rut 29 or pump. 30 a) Acceptable equipment includes fully loaded single-axle water truck 31 with a 1500 gallon capacity. 32 3) Make at least 2 passes with the proof roller(down and back= 1 pass). 33 4) Offset each trip by at most 1 tire width. 34 5) If an unstable or non-uniform area is found,correct the area. 35 6) Correct 36 a) Soft spots that rut or pump greater than 3/4 inch. 37 b) Areas that are unstable or non-uniform 38 7) If a non-uniform area is found then correct the area. 39 b. Embankments Not Under Future Paving 40 1) No Proof Rolling is required. 41 3. Density Testing of Embankments 42 a. Density Test shall be in conformance with ASTM D2922. 43 b. For Embankments under future pavement: 44 1) The City will perform density testing twice per working day when 45 compaction operations are being conducted. CITY OF FORT WORTH CAYLOR 5 MG GROUND STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WATER,AND DRAINAGE IMPROVEMENTS Revised January 28,2013 City Project No.02111 312400-9 EMBANKMENTS Page 9 of 10 1 2) The testing lab shall take a minimum of 3 density tests,but the number of 2 test shall be appropriate for the area being compacted. 3 3) Testing shall be representative of the current lift being compacted. 4 4) Special attention should be placed on edge conditions. 5 c. For Embankments not under future pavement or structures: 6 1) The City will perform density testing once working day when compaction 7 operations are being conducted. 8 2) The testing lab shall take a minimum of 3 density tests. 9 3) Testing shall be representative of the current lift being compacted. 10 d. Make the area where the embankment is being placed available for testing. 11 e. The City will determine the location of the test. 12 f. The City testing lab will provide results to Contractor and the City's Inspector 13 upon completion of the testing. Provide results to the City upon completion of 14 testing. 15 g. Formal report will be posted to the City's Buzzsaw site within 48 hours. 16 h. Test reports shall include: 17 1) Location of test by station number 18 2) Time and date of test 19 3) Depth of testing 20 4) Field moisture 21 5) Dry density 22 6) Proctor identifier 23 7) Percent Proctor Density 24 B. Non-Conforming Work 25 1. All non-conforming work shall be removed and replaced. 26 3.8 SYSTEM STARTUP [NOT USED] 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] 30 3.12 PROTECTION [NOT USED] 31 3.13 MAINTENANCE [NOT USED] 32 3.14 ATTACHMENTS [NOT USED] 33 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2—Added possible measurement and payment procedures and Blue 12/20/2012 D. Johnson text for instructions on how the methods should be applied 2.2.2.a added GW and SW material classifications 1/28/13 D.Johnson 1.2—Modified Bid Item names in payment section to differentiate between Payment Methods on bid list. CITY OF FORT WORTH CAYLOR 5 MG GROUND STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WATER,AND DRAINAGE IMPROVEMENTS Revised January 28,2013 City Project No.02111 312400-10 EMBANKMENTS Page 10 of 10 1 CITY OF FORT WORTH CAYLOR 5 MG GROUND STORAGE TANK, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WATER,AND DRAINAGE IMPROVEMENTS Revised January 28,2013 City Project No.02111 329213-1 HYDROMULCHING,SEEDING AND SODDING Pagel of 8 I SECTION 32 92 13 2 HYDROMULCHING, SEEDING AND SODDING 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnishing and installing grass sod and permanent seeding as shown on Drawings, 7 or as directed. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Added 2.2.A.2.b—seed mixture requirements for surface repair on TRWD 10 property. 11 C. Related Specification Sections include,but are not necessarily limited to:BERM 12 1. Division 0 -Bidding Requirements, Contract Forms, and Conditions of the Contract 13 2. Division 1 -General Requirements 14 3. Section 32 91 19—Topsoil Placement and Finishing of Parkways 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Block Sod Placement 18 a. Measurement 19 1) Measurement for this Item shall be by the square yard of Block Sod placed. 20 b. Payment 21 1) The work performed and materials furnished in accordance with this Item 22 and measured as provided under"Measurement"will be paid for at the unit 23 price bid per square yard of Block Sod placed. 24 c. The price bid shall include: 25 1) Furnishing and placing all sod 26 2) Rolling and tamping 27 3) Watering(until established) 28 4) Disposal of surplus materials 29 2. Seeding 30 a. Measurement 31 1) Measurement for this Item shall be by the square yard of Seed spread. 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 and measured as provided under"Measurement"will be paid for at the unit 35 price bid per square yard of Seed placed for various installation methods. 36 c. The price bid shall include: 37 1) Furnishing and placing all Seed 38 2) Furnishing and applying water for seed fertilizer 39 3) Slurry and hydraulic mulching 40 4) Fertilizer PAR 41 5) Watering and mowing(until established) 42 6) Disposal of surplus materials 43 3. Mowing CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 329213-2 HYDROMULCHING,SEEDING AND SODDING Page 2 of 8 1 a. Measurement 2 1) Measurement for this Item shall per each. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 and measured as provided under"Measurement"will be paid for at the unit 6 price bid per each. 7 1.3 REFERENCES [NOT USED] 8 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 9 1.5 ACTION SUBMITTALS [NOT USED] 10 1.6 INFORMATIONAL SUBMITTALS 11 A. Seed 12 1. Vendors' certification that seeds meet Texas State seed law including: 13 a. Testing and labeling for pure live seed(PLS) 14 b. Name and type of seed 15 2. All seed shall be tested in a laboratory with certified results presented to the City in 16 writing,prior to planting. 17 3. All seed to be of the previous season's crop and the date on the container shall be 18 within 12 months of the seeding date. 19 1.7 CLOSEOUT SUBMITTALS [NOT USED] 20 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 21 1.9 QUALITY ASSURANCE [NOT USED] 22 1.10 DELIVERY,STORAGE,AND HANDLING 23 A. Block Sod 24 1. Protect from exposure to wind, sun and freezing. 25 2. Keep stacked sod moist. 26 B. Seed 27 1. If using native grass or wildflower seed, seed must have been harvested within 100 28 miles of the construction site. 29 2. Each species of seed shall be supplied in a separate, labeled container for 30 acceptance by the City. 31 C. Fertilizer 32 1. Provide fertilizer labeled with the analysis. 33 2. Conform to Texas fertilizer law. 34 1.11 FIELD [SITE] CONDITIONS [NOT USED] 35 1.12 WARRANTY[NOT USED] 36 PART 2- PRODUCTS [NOT USED] 37 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 3292 13-3 HYDROMULCHING,SEEDING AND SODDING Page 3 of 8 1 2.2 MATERIALS AND EQUIPMENT 2 A. Materials 3 1. Block Sod 4 a. Sod Varieties (match existing if applicable) 5 1) "Stenotaphrum secundatum"(St.Augustine grass) 6 2) "Cynodon dactylon" (Common Bermudagrass) 7 3) "Buchloe dactyloides"(Buffalograss) 8 4) an approved hybrid of Common Bermudagrass 9 5) or an approved Zoysiagrass 10 b. Sod must contain stolons, leaf blades, rhizomes and roots. 11 c. Sod shall be alive, healthy and free of insects,disease, stones, undesirable 12 foreign materials and weeds and grasses deleterious to its growth or which 13 might affect its subsistence or hardiness when transplanted. 14 d. Minimum sod thickness:3/4 inch 15 e. Maximum grass height:2 inches 16 f. Acceptable growing beds 17 1) St.Augustine grass sod:clay or clay loam topsoil 18 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils 19 g. Dimensions 20 1) Machine cut to uniform soil thickness. 21 2) Sod shall be of equal width and of a size that permits the sod to be lifted, 22 handled and rolled without breaking. 23 h. Broken or torn sod or sod with uneven ends shall be rejected. 24 2. Seed 25 a. General 26 1) Plant all seed at rates based on pure live seed(PLS) 27 a) Pure Live Seed(PLS)determined using the formula: 28 (1) Percent Pure Live Seed=Percent Purity x[(Percent Germination+ 29 Percent Firm or Hard Seed)+ 100] 30 2) Availability of Seed 31 a) Substitution of individual seed types due to lack of availability maybe 32 permitted by the City at the time of planting. 33 b) Notify the City prior to bidding of difficulties locating certain species. 34 3) Weed seed 35 a) Not exceed ten percent by weight of the total of pure live seed(PLS) 36 and other material in the mixture 37 b) Seed not allowed: 38 (1) Johnsongrass 39 (2) Nutgrass seed 40 4) Harvest seed within 1-year prior to planting 41 b. Non-native Grass Seed(TRWD Property) 42 1) Plant between March 16 and August 31 43 Lbs. Common Name Botanical Name Purity Germinatio PLS/Acre (percent)n ercent 75 Bermuda(unhulled) cynodon dactylon 85 90 10 Japanese Millet echinochloa 95 90 esculenta CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 329213-4 HYDROMULCHING,SEEDING AND SODDING Page 4 of 8 1 2 2) Plant between September 1 and March 15 3 Lbs. Common Name Botanical Name Purity Germinatio PLS/Acre (percent) n ercent 75 Bermuda(unhulled) cynodon dactylon 85 90 10 Egyptian Wheat triticum aestivunt 95 90 L. 4 5 c. Non-native Grass Seed 6 1) Plant between April 15 and September 10 7 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 25 Bermuda(unhulled) cynodon dactylon 85 90 75 Bermuda(hulled) cynodon dactylon 95 90 8 9 2) Plant between September 10 and April 15 10 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 220 Rye Grass lolium multiorum 85 90 75 Bermuda(unhulled) cynodon dactylon 95 90 11 12 d. Native Grass Seed 13 1) Plant between February 1 and October 1. 14 Lbs.PLS/Acre Common Name Botanical Name 1.6 Green Sprangletop Leptochloa dubia 5.5 Sideoats Grama* Bouteloua curtipendula 3.7 Little Bluestem* Schizachyrium scopariunr 17.0 Buffalograss Buchloe dactyloides 1.8 Indian Grass* Sorghastr um nutans 0.5 Sand Lovegrass* Eragrostis trichodes 6.0 Big Bhtestem Andropogon gerardii 8.0 Eastern Grama Tripscacum dactyloides 1.2 Blue Grama Bouteloua gracilis 1.8 Switchgrass Panicum virgatum 10.0 Prairie Wildrye* Elymus canadensis 15 16 e. Wildflower Seed 17 1) Plant between the following: 18 a) March 5 and May 31 19 b) September 1 and December 1 20 Lbs. PLS/Acre Common Name Botanical Name 3.0 Bush Sunflower Sinsia calva 5.0 Butterfly Weed Asclepias tuberosa 2.0 Clasping Coneflower* Rudbeckia amplexicaulis 3.0 Golden-Wave Coreopsis basalis 13.4 Illinois Bundleflower Desmanthus illinoensis CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 329213-5 HYDROMULCHING,SEEDING AND SODDING Page 5 o1`8 13.6 Partridge Pea Cassia fascictdata 2.0 Prairie Verbena Verbena bipinnatifida 8.0 Texas Yellow Star Lindheimeri texana 8.0 Winecup Callirhoe involcrata 2.0 Black-eyed Susan Rudbeckia hirta 18.0 Cutleaf Daisy Engelmannia pinnatifida 2.0 Obedient Plant Physostegia intermedia 3.0 Pitcher Sage Salvia azu ea 2.0 Plains Coreopsis Coreopsis tinctoria 8.0 Scarlet Sage Salvia coccinea 1 *not to be planted within ten feet of a road or parking lot or within three feet of a 2 walkway 3 4 £ Temporary Erosion Control Seed 5 1) Consist of the sowing of cool season plant seeds. 6 3. Mulch 7 a. For use with conventional mechanical or hydraulic planting of seed. 8 b. Wood cellulose fiber produced fi-om virgin wood or recycled paper-by-products 9 (waste products from paper mills or recycled newspaper). 10 c. No growth or germination inhibiting factors. 11 d. No more than ten percent moisture, air dry weight basis. 12 e. Additives: binder in powder form. 13 f. Form a strong moisture retaining mat. 14 4. Fertilizer 15 a. Acceptable condition for distribution 16 b. Applied uniformly over the planted area 17 c. Analysis 18 1) 16-20-0 19 2) 16-8-8 20 d. Fertilizer rate: 21 1) Not required for wildflower seeding 22 2) Newly established seeding areas- 100 pounds of nitrogen per acre 23 3) Established seeding areas- 150 pounds of nitrogen per acre 24 5. Topsoil: See Section 32 91 19. 25 6. Water: clean and free of industrial wastes or other substances harmful to the 26 germination of the seed or to the growth of the vegetation. 27 7. Soil Retention Blanket 28 a. "Curler P' from American Excelsior, 900 Ave. H East, Post Office Box 5624, 29 Arlington, Texas 76001, 1-800-777-SOIL or approved equal. 30 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 329213-6 HYDROMULCHING,SEEDING AND SODDING Page 6 of 8 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION [NOT USED] 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION 7 A. Surface Preparation: clear surface of all material including: 8 1. Stumps, stones, and other objects larger than one inch. 9 2. Roots, brush,wire, stakes, etc. 10 3. Any objects that may interfere with seeding or maintenance. 11 B. Tilling 12 1. Compacted areas:till 1 inch deep 13 2. Areas sloped greater than 3:1:run a tractor parallel to slope to provide less 14 seed/water run-off 15 3. Areas near trees: Do not till deeper than 1/2 inch inside"drip line" of trees. 16 3.4 INSTALLATION 17 A. Block Sodding 18 1. General 19 a. Place sod between curb and walk and on terraces that is the same type grass as 20 adjacent grass or existing lawn. 21 b. Plant between the average last freeze date in the spring and 6 weeks prior to the 22 average first freeze in the fall. 23 2. Installation 24 a. Plant sod specified after the area has been completed to the lines and grades 25 shown on the Drawings with 6 inches of topsoil. 26 b. Use care to retain native soil on the roots of the sod during the process of 27 excavating, hauling and planting. 28 c. Keep sod material moist from the time it is dug until planted. 29 d. Place sod so that the entire area designated for sodding is covered. 30 e. Fill voids left in the solid sodding with additional sod and tamp. 31 f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform 32 slope. 33 g. Peg sod with wooden pegs (or wire staple)driven through the sod block to the 34 firm earth in areas that may slide due to the height or slope of the surface or 35 nature of the soil. 36 3. Watering and Finishing 37 a. Furnish water as an ancillary cost to Contractor by means of temporary 38 metering/irrigation, water truck or by any other method necessary to achieve 39 an acceptable stand of turf as defined in 3.13.13. 40 b. Thoroughly water sod immediately after planted. 41 c. Water until established. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 3292 13-7 HYDROMULCHING,SEEDING AND SODDING Page 7 of 8 1 d. Generally, an amount of water that is equal to the average amount of rainfall 2 plus 1/2 inch per week should be applied until accepted. If applicable,plant 3 large areas by irrigation zones to ensure areas are watered as soon as they are 4 planted. 5 B. Seeding 6 1. General 7 a. Seed only those areas indicated on the Drawings and areas disturbed by 8 construction. 9 b. Mark each area to be seeded in the field prior to seeding for City approval. 10 2. Broadcast Seeding 11 a. Broadcast seed in 2 directions at right angles to each other. 12 b. Harrow or rake lightly to cover seed. 13 c. Never cover seed with more soil than twice its diameter. 14 d. For wildflower plantings: 15 1) Scalp existing grasses to 1 inch 16 2) Remove grass clippings, so seed can make contact with the soil. 17 3. Mechanically Seeding(Drilling): 18 a. Uniformly distribute seed over the areas shown on the Drawings or as directed. 19 b. All varieties of seed and fertilizer may be distributed at the same time provided 20 that each component is uniformly applied at the specified rate. 21 c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type 22 drill. 23 d. Drill on the contour of slopes 24 e. After planting roll with a roller integral to the seed drill, or a corrugated roller 25 of the"Cultipacker" type. 26 £ Roll slope areas on the contour. 27 4. Hydromulching 28 a. Mixing: Seed, mL11ch, fertilizer and water may be mixed provided that: 29 1) Mixture is uniformly suspended to form a homogenous slurry. 30 2) Mixture forms a blotter-like ground cover impregnated uniformly with 31 grass seed. 32 3) Mixture is applied within 30 minutes after placed in the equipment. 33 b. Placing 34 1) Uniformly distribute in the quantity specified over the areas shown on the 35 Drawings or as directed. 36 5. Fertilizing: uniformly apply fertilizer over seeded area. 37 6. Watering 38 a. Furnish water by means of temporary metering/irrigation, water truck or by 39 any other method necessary to achieve an acceptable stand of turf as defined in 40 3.13.B. 41 b. Water soil to a minimum depth of 4 inches within 48 hours of seeding. 42 c. Water as direct by the City at least twice daily for 14 days after seeding in such 43 a manner as to prevent washing of the slopes or dislodgement of the seed. 44 d. Water until final acceptance. 45 e. Generally, an amount of water that is equal to the average amount of rainfall 46 plus 1/2 inch per week should be applied until accepted. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 329213-8 HYDROMULCHING,SEEDING AND SODDING Page 8 of 8 1 3.5 REPAIR/RESTORATION [NOT USED] 2 3.6 RE-INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE 10 A. Block Sodding 11 1. Water and mow sod until completion and final acceptance of the Project or as 12 directed by the City. 13 2. Sod shall not be considered finally accepted until the sod has started to peg down 14 (roots growing into the soil)and is free from dead blocks of sod. 15 B. Seeding 16 1. Water and mow sod until completion and final acceptance of the Project or as 17 directed by the City. 18 2. Maintain the seeded area until each of the following is achieved: 19 a. Vegetation is evenly distributed 20 b. Vegetation is free from bare areas 21 3. Turf will be accepted once fully established. 22 a. Seeded area must have 100 percent growth to a height of 3 inches with 1 mow 23 cycle performed by the Contractor prior to consideration of acceptance by the 24 City. 25 C. Rejection 26 1. City may reject block sod or seeded area on the basis of weed populations. 27 3.14 ATTACHMENTS [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20,2012 330310-1 BYPASS PUMPING OF EXISTING SEWER SYSTEMS Page 1 of 5 i SECTION 33 03 10 2 BYPASS PUMPING OF EXISTING SEWER SYSTEMS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Bypass pumping of the existing sewer system,required on 18-inch and larger sewer 7 lines unless otherwise specified in the Contract Documents 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Added 1.2.A.3.k—Cost for cutting and repair of RCP sanitary sewer pipe. 10 2. Added 1.2.A.3.1—Cost for repair of sanitary sewer *unction structure is 11 included as part of bypass pumping. 12 3. Added 1.6.A.14—Submittal requirement for contingency plan related to high 13 river flows or flood events within the floodway. 14 4. Added 1.6.A.15—Submittal requirement for repair of RCP sanitary sewer 15 pipe. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0—Bidding Requirements,Contract Forms, and Conditions of the 18 Contract 19 2. Division 1—General Requirements 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement 23 a. Measurement for this Item will be by lump sum. 24 2. Payment 25 a. The work performed and materials furnished in accordance with this Item will 26 be paid for at the lump sum price bid for"Bypass Pumping". 27 3. The price bid shall include: 28 a. Mobilization 29 b. Development of bypass plans 30 c. Transportation and storage 31 d. Setup 32 e. Confined space entry 33 f. Plugging 34 g. Pumping 35 h. Clean up 36 i. Manhole restoration 37 j. Surface restoration 38 k. Cut and repair of existing pipe for bypass pumping 39 1. Repair of existing sanitary sewer junction structure CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330310-2 BYPASS PUMPING OF EXISTING SEWER SYSTEMS Page 2 of 5 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. Occupational Safety and Health Organization(OSHA). 7 1.4 ADMINISTRATIVE REQUIREMENTS 8 A. Coordination 9 1. Schedule meeting with City to review sewer shutdown prior to replacing or 10 rehabilitating any facilities. 11 2. City reserves the right to delay schedule due to weather conditions,or other 12 unexpected emergency within the sewer system. 13 3. Review bypass pumping arrangement or layout in the field with City prior to 14 beginning operations. Facilitate preliminary bypass pumping run with City staff 15 present to affirm the operation is satisfactory to the City. 16 4. After replacement or rehabilitation of facilities,coordinate the reestablishment of 17 sewer flow with City staff. 18 5. Provide onsite continuous monitoring during all bypass pumping operations using 19 one of the following methods: 20 a. Personnel on site 21 b. Portable SCADA equipment 22 1.5 SUBMITTALS 23 A. Submittals shall be in accordance with Section 0133 00. 24 B. All submittals shall be approved by the City prior to delivery. 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 26 A. For 18-inch and larger sewer lines, submit a detailed plan and description outlining all 27 provisions and precautions that will be taken with regard to the handling of sewer 28 flows. Submit the plan to the City for approval a minimum of 7 days prior to 29 commencing work. Include the following details: 30 1. Schedule for installation and maintenance of the bypass pumping system 31 2. Staging areas for pumps 32 3. Pump sizes,capacity,number of each size,and power requirements 33 4. Calculations for static lift,friction losses,and velocity 34 5. Pump curves showing operating range and system head curves 35 6. Sewer plugging methods 36 7. Size, length,material,joint type, and method for installation of suction and 37 discharge piping 38 8. Method of noise control for each pump and/or generator, if required 39 9. Standby power generator size and location 40 10. Suction and discharge piping plan CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330310-3 BYPASS PUMPING OF EXISTING SEWER SYSTEMS Page 3 of 5 1 11. Emergency action plan identifying the measures taken in the event of a pump 2 failure or sewer spill 3 12. Staffing plan for responding to alarm conditions identifying multiple contacts by 4 name and phone numbers(office,mobile) 5 13. A contingency plan to implement in the event the replacement or rehabilitation has 6 unexpected delays or problems 7 14. A contingency plan to implement in the event of high river flow or a flood 8 event(high river flows are considered to exist when water levels rise to that of 9 the existing river bank). 10 15. Procedures for repairing of existing RCP sanitary sewer upon completion of 11 bypass pumping measures. 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-SUPPLIED PRODUCTS [NOT USED] 20 2.2 EQUIPMENT 21 A. Pumping 22 1. Provide equipment that will convey 100 percent of wet weather peak flow 23 conditions. 24 2. Provide fully automatic self-priming pumps. Foot-valves or vacuum pumps are not 25 permitted for priming the system. 26 3. Pumps must be constructed to allow dry running for periods of time to account for 27 the cyclical nature of sewer flow. 28 4. Provide 1 stand-by pump for each size to be maintained on site. Place backup 29 pumps on line, isolated from the primary system by valve. 30 5. If multiple pumps are required to meet the flow requirements,provide the necessary 31 fittings and connections to incorporate multiple discharges. 32 6. Noise levels of the pumping system must follow the requirements of the City noise 33 ordinance for gas wells. 34 B. Piping 35 1. Install pipes with joints which prevent the incident of flow spillage. 36 C. Plugs or Stop Logs 37 1. Plugs CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330310-4 BYPASS PUMPING OF EXISTING SEWER SYSTEMS Page 4 of 5 1 a. Select a plug that is made for the size and potential pressure head that will be 2 experienced. 3 b. Provide an additional anchor,support or bracing to secure plug when back 4 pressure is present. 5 c. Use accurately calibrated air pressure gauges for monitoring the inflation 6 pressure. 7 d. Place inflation gauge at location outside of confined space area. Keep the 8 inflation gauge and valve a safe distance from the plugs. 9 e. Never over inflate the plug beyond its pressure rating: 10 2. Stop Logs 11 a. Use stop log devices designed for the manhole or sewer vault structure in use. 12 b. If applicable,obtain stop logs from City that may be used on specific structures. 13 2.3 ACCESSORIES [NOT USED] 14 2.4 SOURCE QUALITY CONTROL [NOT USED] 15 PART 3- EXECUTION 16 3.1 INSTALLERS [NOT USED] 17 3.2 EXAMINATION [NOT USED] 18 3.3 PREPARATION 19 A. Locate the bypass pipelines in area to minimize disturbance to existing utilities and 20 obtain approval of those locations from the City. 21 B. Make preparations to comply with OSHA requirements when working in the presence 22 of sewer gases,oxygen-deficient atmospheres and confined spaces. 23 C. Do not begin bypass preparation and operation until City approval of the submittals 24 requested per this Specification. 25 3.4 INSTALLATION 26 A. Install and operate pumping and piping equipment in accordance to the submittals 27 provided per this Specification. 28 B. Sewer flow stoppage 29 1. Plugging 30 a. Use confined space procedures and equipment during installation when 31 necessary. 32 b. Thoroughly clean the pipe before insertion of the plug. 33 c. Insert the plug seal surface completely so it is fully supported by the pipe. 34 d. Position the plug where there are not sharp edges or protrusions that may 35 damage the plug. 36 e. Use pressure gauges for measuring inflation pressures. 37 f. Minimize upstream pressure head before deflating and removing. 38 C. Sewer flow control and monitoring CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330310-5 BYPASS PUMPING OF EXISTING SEWER SYSTEMS Page 5 of 5 1 1. Take sufficient precautions to ensure sewer flow operations do not cause flooding 2 or damage to public or private property. The Contractor is responsible for any 3 damage resulting from bypass pumping operations. 4 2. Begin continual monitoring of the sewer system as soon as the sewer is plugged or 5 blocked. Be prepared to immediately start bypass pumping if needed due to 6 surcharge conditions. 7 3. Sewer discharge may be into another sewer manhole or appropriate vehicle or 8 container only. Do not discharge sewer into an open environment such as an open 9 channel or earthen holding facility. 10 4. Do not construct bypass facilities where vehicular traffic may travel over the 11 piping. 12 a. Provide details in the suction and discharge piping plan that accommodate both 13 the bypass facilities and traffic without disrupting either service. 14 3.5 REPAIR/RESTORATION [NOT USED] 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD[OR] SITE QUALITY CONTROL 17 A. Field[oR] Site Tests and Inspections 18 1. Perform leakage and pressure tests of the bypass pumping pipe and equipment 19 before actual operation begins. Have City staff on site during tests. 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES 24 A. Once plugging or blocking is no longer necessary,remove in such a way that permits 25 the sewer flow to slowly return to normal—preventing surge,surcharging and major 26 downstream disturbance. 27 3.12 PROTECTION [NOT USED] 28 3.13 MAINTENANCE [NOT USED] 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.6—Clarified submittals required for 18"and larger lines 32 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 3305 10-1 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL - Page 1 of 20 i 1 SECTION 33 0510 2 UTILITY TRENCH EXCAVATION,EMBEDMENT AND BACKFILL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Excavation, Embedment and Backfill for: 7 a. Pressure Applications 8 1) Water Distribution or Transmission Main 9 2) Wastewater Force Main 10 3) Reclaimed Water Main i l 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. Backfill 23 h. Compaction 24 B. Deviations from this City of Fort Worth Standard Specification 25 1. 2.2.A.8.a—Removed SC as an allowable soil classification for Select Fill, 26 2. 3.4.E.3.a.1: Removed Select backfill from standard compaction requirements. 27 3. 3.4.E.3.a.2: Added Modified Proctor compaction and moisture content 28 requirements for Select backfill. 29 4. 3.4.E.3.c.1: Removed Select backfill from standard compaction requirements. 30 5. 3.4.E.3.c.2: Added Modified Proctor compaction and moisture content 31 requirements for Select backfill. 32 6. Modified 3.4.E.6 33 7. Modified 3.7.A.1 34 C. Related Specification Sections include, but are not necessarily limited to: 35 1. Division 0—Bidding Requirements,Contract Forms, and Conditions of the 36 Contract 37 2. Division 1 —General Requirements 38 3. Section 02 41 13—Selective Site Demolition 39 4. Section 02 41 15—Paving Removal 40 5. Section 02 41 14—Utility Removal/Abandonment 41 6. Section 03 30 00—Cast-in-place Concrete CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 330510-2 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 2 of 20 1 7. Section 03 34 13—Controlled Low Strength Material(CLSM) 2 8. Section 31 10 00—Site Clearing 3 9. Section 3125 00—Erosion and Sediment Control 4 10. Section 33 05 26—Utility Markers/Locators 5 11. Section 34 71 13—Traffic Control 6 1.2 PRICE AND PAYMENT PROCEDURES 7 A. Measurement and Payment 8 1. Trench Excavation,Embedment and Backfill associated with the installation of an 9 underground utility or excavation 10 a. Measurement 11 1) This Item is considered subsidiary to the installation of the utility pipe line 12 as designated in the Drawings. 13 b. Payment 14 1) The work performed and the materials furnished in accordance with this 15 Item are considered subsidiary to the installation of the utility pipe for the 16 type of embedment and backfill as indicated on the plans.No other 17 compensation will be allowed. 18 2. Imported Embedment or Backfill 19 a. Measurement 20 1) Measured by the cubic yard as delivered to the site and recorded by truck 21 ticket provided to the City 22 b. Payment 23 1) Imported fill shall only be paid when using materials for embedment and 24 backfill other than those identified in the Drawings.The work performed 25 and materials furnished in accordance with pre-bid item and measured as 26 provided under"Measurement"will be paid for at the unit price bid per 27 cubic yard of"Imported Embedment/Backfill"delivered to the Site for: 28 a) Various embedment/backfill materials 29 c. The price bid shall include: 30 1) Furnishing backfill or embedment as specified by this Specification 31 2) Hauling to the site 32 3) Placement and compaction of backfill or embedment 33 3. Concrete Encasement for Utility Lines 34 a. Measurement 35 1) Measured by the cubic yard per plan quantity. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under"Measurement"will be paid for at the unit 39 price bid per cubic yard of"Concrete Encasement for Utility Lines"per 40 plan quantity. 41 c. The price bid shall include: 42 1) Furnishing,hauling, placing and finishing concrete in accordance with 43 Section 03 30 00 44 2) Clean-up 45 4. Ground Water Control 46 a. Measurement CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 3305 10-3 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 3 of 20 1 1) Measurement shall be lump sum when a ground water control plan is 2 specifically required by the Contract Documents. 3 b. Payment 4 1) Payment shall be per the lump sum price bid for"Ground Water Control" 5 including: 6 a) Submittals 7 b) Additional Testing 8 c) Ground water control system installation 9 d) Ground water control system operations and maintenance 10 e) Disposal of water 11 f) Removal of ground water control system 12 5. Trench Safety 13 a. Measurement 14 1) Measured per linear foot of excavation for all trenches that require trench 15 safety in accordance with OSHA excavation safety standards(29 CFR Part 16 1926 Subpart P Safety and Health regulations for Construction) 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item 19 and measured as provided under"Measurement"will be paid for at the unit 20 price bid per linear foot of excavation to comply with OSHA excavation 21 safety standards(29 CFR Part 1926.650 Subpart P), including, but not 22 limited to,all submittals,labor and equipment. 23 1.3 REFERENCES 24 A. Definitions 25 1. General—Definitions used in this section are in accordance with Terminologies 26 ASTM F412 and ASTM D8 and Terminology ASTM D653, unless otherwise 27 noted. 28 2. Definitions for trench width,backfill,embedment, initial backfill,pipe zone, 29 haunching bedding, springline,pipe zone and foundation are defined as shown in 30 the following schematic: CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 330510-4 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 4 of 20 UM'AVED AREAS I A N. Ti AL Al X\ co o S?RINGLINE \' BE eJ'ING J OD CLEARANCE i EXCAVATED TREPdCH AIDTH 1 2 3. Deleterious materials—Harmful materials such as clay lumps,silts and organic 3 material 4 4. Excavated Trench Depth—Distance from the surface to the bottom of the bedding 5 or the trench foundation 6 5. Final Backfill Depth 7 a. Unpaved Areas—The depth of the final backfill measured from the top of the 8 initial backfill to the surface 9 b. Paved Areas—The depth of the final backfill measured from the top of the 10 initial backfill to bottom of permanent or temporary pavement repair 11 B. Reference Standards 12 1. Reference standards cited in this Specification refer to the current reference 13 standard published at the time of the latest revision date logged at the end of this 14 Specification,unless a date is specifically cited. 15 2. ASTM Standards: 16 a. ASTM C33-08 Standard Specifications for Concrete Aggregates 17 b. ASTM C88-05 Soundness of Aggregate by Use of Sodium Sulfate or 18 Magnesium Sulfate 19 c. ASTM C 136-01 Test Method for Sieve Analysis of Fine and Coarse Aggregate 20 d. ASTM D448-08 Standard Classification for Sizes of Aggregate for Road and 21 Bridge Construction. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 330510-5 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL 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 £ 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 0133 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 3. Stockpiled excavation and/or backfill material CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 330510-6 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 6 of 20 1 a. Provide a description of the storage of the excavated material only if the 2 Contract Documents do not allow storage of materials in the right-of-way of the 3 easement. 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY,STORAGE,AND HANDLING 8 A. Storage 9 1. Within Existing Rights-of-Way(ROW) 10 a. Spoil, imported embedment and backfill materials may be stored within 11 existing ROW,easements or temporary construction easements,unless 12 specifically disallowed in the Contract Documents. 13 b. Do not block drainage ways,inlets or driveways. 14 c. Provide erosion control in accordance with Section 3125 00. 15 d. Store materials only in areas barricaded as provided in the traffic control plans. 16 e. In non-paved areas, do not store material on the root zone of any trees or in 17 landscaped areas. 18 2. Designated Storage Areas 19 a. If the Contract Documents do not allow the storage of spoils,embedment or 20 backfill materials within the ROW,easement or temporary construction 21 easement,then secure and maintain an adequate storage location. 22 b. Provide an affidavit that rights have been secured to store the materials on 23 private property. 24 c. Provide erosion control in accordance with Section 3125 00. 25 d. Do not block drainage ways. 26 e. Only materials used for 1 working day will be allowed to be stored in the work 27 zone. 28 B. Deliveries and haul-off-Coordinate all deliveries and haul-off. 29 1.11 FIELD [SITE] CONDITIONS 30 A. Existing Conditions 31 1. Any data which has been or may be provided on subsurface conditions is not 32 intended as a representation or warranty of accuracy or continuity between soils. It 33 is expressly understood that neither the City nor the Engineer will be responsible 34 for interpretations or conclusions drawn there from by the Contractor. 35 2. Data is made available for the convenience of the Contractor. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 330510-7 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL - Page 7 of 20 1 1.12 WARRANTY [NOT USED] 2 PART 2- PRODUCTS 3 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS 4 2.2 MATERIALS 5 A. Materials 6 1. Utility Sand 7 a. Granular and free flowing 8 b. Generally meets or exceeds the limits on deleterious substances per Table 1 for 9 fine aggregate according to ASTM C 33 10 c. Reasonably free of organic material 11 d. Gradation: Sieve Size Percent Retained 1 inch 0 3/8 inch 0-10 #40 20-60 #100 95 12 2. Crushed Rock 13 a. Durable crushed rock or recycled concrete 14 b. Meets the gradation of ASTM D448 size numbers 56,57 or 67 15 c. May be unwashed ` 16 d. Free from significant silt clay or unsuitable materials 17 e. Percentage of wear not more than 40 percent per ASTM C 131 or C535 18 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 19 sodium sulfate soundness per ASTM C88 20 3. Fine Crushed Rock 21 a. Durable crushed rock 22 b. Meets the gradation of ASTM D448 size numbers 8 or 89 23 c. May be unwashed 24 d. Free from significant silt clay or unsuitable materials. 25 e. Have a percentage of wear not more than 40 percent per ASTM C 131 or C535 26 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 27 sodium sulfate soundness per ASTM C88 28 4. Ballast Stone 29 a. Stone ranging from 3 inches to 6 inches in greatest dimension. 30 b. May be unwashed 31 c. Free from significant silt clay or unsuitable materials 32 d. Percentage of wear not more than 40 percent per ASTM C 131 or C535 33 e. Not more than a 12 percent maximum loss when subjected to 5 cycles of 34 sodium sulfate soundness per ASTM C88 35 5. Acceptable Backfill Material 36 a. In-situ or imported soils classified as CL,CH, SC or GC in accordance with 37 ASTM D2487 38 b. Free from deleterious materials,boulders over 6 inches in size and organics 39 c. Can be placed free from voids CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 330510-8 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 8 of 20 1 d. Must have 20 percent passing the number 200 sieve 2 6. Blended Backfill Material 3 a. In-situ soils classified as SP, SM,GP or GM in accordance with ASTM D2487 4 b. Blended with in-situ or imported acceptable backfill material to meet the 5 requirements of an Acceptable Backfill Material 6 c. Free from deleterious materials,boulders over 6 inches in size and organics 7 d. Must have 20 percent passing the number 200 sieve 8 7. Unacceptable Backfill Material 9 a. In-situ soils classified as ML,MH,PT,OL or OH in accordance with ASTM 10 D2487 11 8. Select Fill 12 a. Classified as CL in accordance with ASTM D2487 13 b. Liquid limitless than 35 14 c. Plasticity index between 8 and 20 15 9. Cement Stabilized Sand(CSS) 16 a. Sand 17 1) Shall be clean, durable sand meeting grading requirements for fine 18 aggregates of ASTM C33 and the following requirements: 19 a) Classified as SW,SP,or SM by the United Soil Classification System 20 of ASTM D2487 21 b) Deleterious materials 22 (1) Clay lumps,ASTM C142, less than 0.5 percent 23 (2) Lightweight pieces,ASTM C123, less than 5.0 percent 24 (3) Organic impurities,ASTM C40,color no darker than standard 25 color 26 (4) Plasticity index of 4 or less when tested in accordance with ASTM 27 D4318. 28 b. Minimum of 4 percent cement content of Type 1/II portland cement 29 c. Water 30 1) Potable water,free of soils,acids, alkalis,organic matter or other 31 deleterious substances,meeting requirements of ASTM C94 32 d. Mix in a stationary pug mill,weigh-batch or continuous mixing plant. 33 e. Strength 34 1) 50 to 150 psi compressive strength at 2 days in accordance with ASTM 35 D1633,Method A 36 2) 200 to 250 psi compressive strength at 28 days in accordance with ASTM 37 D1633,Method A 38 3) The maximum compressive strength in 7 days shall be 400 psi. Backfill 39 that exceeds the maximum compressive strength shall be removed by the 40 Contractor for no additional compensation. 41 f. Random samples of delivered product will be taken in the field at point of 42 delivery for each day of placement in the work area. Specimens will be 43 prepared in accordance with ASTM D1632. 44 10. Controlled Low Strength Material(CLSM) 45 a. Conform to Section 03 34 13 46 11. Trench Geotextile Fabric 47 a. Soils other than ML or OH in accordance with ASTM D2487 48 1) Needle punch,nonwoven geotextile composed of polypropylene fibers CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 330510-9 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 9 of 20 1 2) Fibers shall retain their relative position 2 3) Inert to biological degradation 3 4) Resist naturally occurring chemicals 4 5) UV Resistant 5 6) Mirafi 140N by Tencate,or approved equal 6 b. Soils Classified as ML or OH in accordance with ASTM D2487 7 1) High-tenacity monofilament polypropylene woven yarn 8 2) Percent open area of 8 percent to 10 percent 9 3) Fibers shall retain their relative position 10 4) Inert to biological degradation 11 5) Resist naturally occurring chemicals 12 6) UV Resistant 13 7) Mirafi FW402 by Tencate,or approved equal 14 12. Concrete Encasement 15 a. Conform to Section 03 30 00. 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 21 A. Verification of Conditions 22 1. Review all known,identified or marked utilities,whether public or private,prior to 23 excavation. 24 2. Locate and protect all known, identified and marked utilities or underground 25 facilities as excavation progresses. 26 3. Notify all utility owners within the project limits 48 hours prior to beginning 27 excavation. 28 4. The information and data shown in the Drawings with respect to utilities is 29 approximate and based on record information or on physical appurtenances 30 observed within the project limits. 31 5. Coordinate with the Owner(s)of underground facilities. 32 6. Immediately notify any utility owner of damages to underground facilities resulting 33 from construction activities. 34 7. Repair any damages resulting from the construction activities. 35 B. Notify the City immediately of any changed condition that impacts excavation and 36 installation of the proposed utility. 37 3.3 PREPARATION 38 A. Protection of In-Place Conditions 39 1. Pavement 40 a. Conduct activities in such a way that does not damage existing pavement that is 41 designated to remain. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sever Relocations Revised June 19,2013 City Project No.00969 3305 10-10 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 10 of 20 1 1) Where desired to move equipment not licensed for operation on public 2 roads or across pavement,provide means to protect the pavement from all 3 damage. 4 b. Repair or replace any pavement damaged due to the negligence of the 5 contractor outside the limits designated for pavement removal at no additional 6 cost to the City. 7 2. Drainage 8 a. Maintain positive drainage during construction and re-establish drainage for all 9 swales and culverts affected by construction. 10 3. Trees 11 a. When operating outside of existing ROW,stake permanent and temporary 12 construction easements. 13 b. Restrict all construction activities to the designated easements and ROW. 14 c. Flag and protect all trees designated to remain in accordance with Section 31 10 15 00. 16 d. Conduct excavation,embedment and backfill in a manner such that there is no 17 damage to the tree canopy. 18 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 19 specifically allowed by the City. 20 1) Pruning or trimming may only be accomplished with equipments 21 specifically designed for tree pruning or trimming. 22 f. Remove trees specifically designated to be removed in the Drawings in 23 accordance with Section 31 10 00. 24 4. Above ground Structures 25 a. Protect all above ground structures adjacent to the construction. 26 b. Remove above ground structures designated for removal in the Drawings in 27 accordance with Section 02 41 13 28 5. Traffic 29 a. Maintain existing traffic,except as modified by the traffic control plan, and in 30 accordance with Section 34 71 13. 31 b. Do not block access to driveways or alleys for extended periods of time unless: 32 1) Alternative access has been provided 33 2) Proper notification has been provided to the property owner or resident 34 3) It is specifically allowed in the traffic control plan 35 c. Use traffic rated plates to maintain access until access is restored. 36 6. Traffic Signal—Poles,Mast Arms,Pull boxes,Detector loops 37 a. Notify the City's Traffic Services Division a minimum of 48 hours prior to any 38 excavation that could impact the operations of an existing traffic signal. 39 b. Protect all traffic signal poles,mast arms,pull boxes,traffic cabinets,conduit 40 and detector loops. 41 c. Immediately notify the City's Traffic Services Division if any damage occurs to 42 any component of the traffic signal due to the contractors activities. 43 d. Repair any damage to the traffic signal poles,mast arms,pull boxes,traffic 44 cabinets,conduit and detector loops as a result of the construction activities. 45 7. Fences 46 a. Protect all fences designated to remain. 47 b. Leave fence in the equal or better condition as prior to construction. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 3305 10-11 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 1 I of 20 1 3.4 INSTALLATION 2 A. Excavation 3 1. Excavate to a depth indicated on the Drawings. 4 2. Trench excavations are defined as unclassified. No additional payment shall be 5 granted for rock or other in-situ materials encountered in the trench. 6 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings 7 and bracing in accordance with the Excavation Safety Plan. 8 4. The bottom of the excavation shall be firm and free from standing water. 9 a. Notify the City immediately if the water and/or the in-situ soils do not provide 10 for a firm trench bottom. 11 b. The City will determine if any changes are required in the pipe foundation or 12 bedding. 13 5. Unless otherwise permitted by the Drawings or by the City,the limits of the 14 excavation shall not advance beyond the pipe placement so that the trench may be 15 backfilled in the same day. 16 6. Over Excavation 17 a. Fill over excavated areas with the specified bedding material as specified for 18 the specific pipe to be installed. 19 b. No additional payment will be made for over excavation or additional bedding 20 material. 21 7. Unacceptable Backfill Materials 22 a. In-situ soils classified as unacceptable backfill material shall be separated from 23 acceptable backfill materials. 24 b. If the unacceptable backfill material is to be blended in accordance with this 25 Specification,then store material in a suitable location until the material is 26 blended. 27 c. Remove all unacceptable material from the project site that is not intended to be 28 blended or modified. 29 8. Rock—No additional compensation will be paid for rock excavation or other 30 changed field conditions. 31 B. Shoring, Sheeting and Bracing 32 1. Engage a Licensed Professional Engineer in the State of Texas to design a site 33 specific excavation safety system in accordance with Federal and State 34 requirements. 35 2. Excavation protection systems shall be designed according to the space limitations 36 as indicated in the Drawings. 37 3. Furnish, put in place and maintain a trench safety system in accordance with the 38 Excavation Safety Plan and required by Federal, State or local safety requirements. 39 4. If soil or water conditions are encountered that are not addressed by the current 40 Excavation Safety Plan, engage a Licensed Professional Engineer in the State of 41 Texas to modify the Excavation Safety Plan and provide a revised submittal to the 42 City. 43 5. Do not allow soil,or water containing soil,to migrate through the Excavation 44 Safety System in sufficient quantities to adversely affect the suitability of the 45 Excavation Protection System.Movable bracing,shoring plates or trench boxes t, 46 used to support the sides of the trench excavation shall not: CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 3305 10-12 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 12 of 20 1 a. Disturb the embedment located in the pipe zone or lower 2 b. Alter the pipe's line and grade after the Excavation Protection System is 3 removed 4 c. Compromise the compaction of the embedment located below the spring line of 5 the pipe and in the haunching 6 C. Water Control 7 1. Surface Water 8 a. Furnish all materials and equipment and perform all incidental work required to 9 direct surface water away from the excavation. 10 2. Ground Water 11 a. Furnish all materials and equipment to dewater ground water by a method 12 which preserves the undisturbed state of the Subgrade soils. 13 b. Do not allow the pipe to be submerged within 24 hours after placement. 14 c. Do not allow water to flow over concrete until it has sufficiently cured. 15 d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water 16 Control Plan if any of the following conditions are encountered: 17 1) A Ground Water Control Plan is specifically required by the Contract 18 Documents 19 2) If in the sole judgment of the City,ground water is so severe that an 20 Engineered Ground Water Control Plan is required to protect the trench or 21 the installation of the pipe which may include: 22 a) Ground water levels in the trench are unable to be maintained below 23 the top of the bedding 24 b) A firm trench bottom cannot be maintained due to ground water 25 c) Ground water entering the excavation undermines the stability of the 26 excavation. 27 d) Ground water entering the excavation is transporting unacceptable 28 quantities of soils through the Excavation Safety System. 29 e. In the event that there is no bid item for a Ground Water Control and the City 30 requires an Engineered Ground Water Control Plan due to conditions 31 discovered at the site,the contractor will be eligible to submit a change order. 32 f. Control of ground water shall be considered subsidiary to the excavation when: 33 1) No Ground Water Control Plan is specifically identified and required in the 34 Contract Documents 35 g. Ground Water Control Plan installation,operation and maintenance 36 1) Furnish all materials and equipment necessary to implement, operate and 37 maintain the Ground Water Control Plan. 38 2) Once the excavation is complete,remove all ground water control 39 equipment not called to be incorporated into the work. 40 h. Water Disposal 41 1) Dispose of ground water in accordance with City policy or Ordinance. 42 2) Do not discharge ground water onto or across private property without 43 written permission. 44 3) Permission from the City is required prior to disposal into the Sanitary 45 Sewer. 46 4) Disposal shall not violate any Federal,State or local regulations. 47 D. Embedment and Pipe Placement 48 1. Water Lines less than,or equal to, 12 inches in diameter: CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 3305 10-13 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 13 of 20 1 a. The entire embedment zone shall be of uniform material. 2 b. Utility sand shall be generally used for embedment. 3 c. If ground water is in sufficient quantity to cause sand to pump,then use 4 crushed rock as embedment. 5 1) If crushed rock is not specifically identified in the Contract Documents, 6 then crushed rock shall be paid by the pre-bid unit price. 7 d. Place evenly spread bedding material on a firm trench bottom. 8 e. Provide firm, uniform bedding. 9 £ Place pipe on the bedding in accordance with the alignment of the Drawings. 10 g. In no case shall the top of the pipe be less than 42 inches from the surface of the 11 proposed grade,unless specifically called for in the Drawings. 12 h. Place embedment, including initial backfill,to a minimum of 6 inches,but not 13 more than 12 inches,above the pipe. 14 i. Where gate valves are present,the initial backfill shall extend to 6 inches above 15 the elevation of the valve nut. 16 j. Form all blocking against undisturbed trench wall to the dimensions in the 17 Drawings. 18 k. Compact embedment and initial backfill. 19 1. Place marker tape on top of the initial trench backfill in accordance with 20 Section 33 05 26. 21 2. Water Lines 16-inches through 24-inches in diameter: 22 a. The entire embedment zone shall be of uniform material. 23 b. Utility sand may be used for embedment when the excavated trench depth is 24 less than 15 feet deep. 25 c. Crushed rock or fine crushed rock shall be used for embedment for excavated 26 trench depths 15 feet,or greater. 27 d. Crushed rock shall be used for embedment for steel pipe. 28 e. Provide trench geotextile fabric at any location where crushed rock or fine 29 crushed rock come into contact with utility sand 30 f. Place evenly spread bedding material on a firm trench bottom. 31 g. Provide firm, uniform bedding. 32 1) Additional bedding may be required if ground water is present in the 33 trench. 34 2) If additional crushed rock is required not specifically identified in the 35 Contract Documents,then crushed rock shall be paid by the pre-bid unit 36 price. 37 h. Place pipe on the bedding according to the alignment shown on the Drawings. 38 i. The pipe line shall be within: 39 1) f3 inches of the elevation on the Drawings for 16-inch and 24-inch water 40 lines 41 j. Place and compact embedment material to adequately support haunches in 42 accordance with the pipe manufacturer's recommendations. 43 k. Place remaining embedment including initial backfill to a minimum of 6 inches, 44 but not more than 12 inches,above the pipe. 45 1. Where gate valves are present,the initial backfill shall extend to up to the valve 46 nut. 47 m. Compact the embedment and initial backfill to 95 percent Standard Proctor 48 ASTM D 698. 49 n. Density test may be performed by City to verify that the compaction of 50 embedment meets requirements. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary SeAver Relocations Revised June 19,2013 City Project No.00969 3305 10-14 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 14 of 20 1 o. Place trench geotextile fabric on top of the initial backfill. 2 p. Place marker tape on top of the trench geotextile fabric in accordance with 3 Section 33 05 26. 4 3. Water Lines 30-inches and greater in diameter 5 a. The entire embedment zone shall be of uniform material. 6 b. Crushed rock shall be used for embedment. 7 c. Provide trench geotextile fabric at any location where crushed rock or fine 8 crushed rock come into contact with utility sand. 9 d. Place evenly spread bedding material on a firm trench bottom. 10 e. Provide firm,uniform bedding. 11 1) Additional bedding may be required if ground water is present in the 12 trench. 13 2) If additional crushed rock is required which is not specifically identified in 14 the Contract Documents,then crushed rock shall be paid by the pre-bid unit 15 price. 16 f. Place pipe on the bedding according to the alignment shown on the Drawings. 17 g. The pipe line shall be within: 18 1) ±1 inch of the elevation on the Drawings for 30-inch and larger water lines 19 h. Place and compact embedment material to adequately support haunches in 20 accordance with the pipe manufacturer's recommendations. 21 i. For steel pipe greater than 30 inches in diameter,the initial embedment lift shall 22 not exceed the spring line prior to compaction. 23 j. Place remaining embedment,including initial backfill,to a minimum of 6 24 inches,but not more than 12 inches,above the pipe. 25 k. Where gate valves are present,the initial backfill shall extend to up to the valve 26 nut. 27 1. Compact the embedment and initial backfill to 95 percent Standard Proctor 28 ASTM D 698. 29 m. Density test may be performed by City to verify that the compaction of 30 embedment meets requirements. 31 n. Place trench geotextile fabric on top of the initial backfill. 32 o. Place marker tape on top of the trench geotextile fabric in accordance with 33 Section 33 05 26. 34 4. Sanitary Sewer Lines and Storm Sewer Lines(HDPE) 35 a. The entire embedment zone shall be of uniform material. 36 b. Crushed rock shall be used for embedment. 37 c. Place evenly spread bedding material on a firm trench bottom. 38 d. Spread bedding so that lines and grades are maintained and that there are no 39 sags in the sanitary sewer pipe line. 40 e. Provide firm,uniform bedding. 41 1) Additional bedding may be required if ground water is present in the 42 trench. 43 2) If additional crushed rock is required which is not specifically identified in 44 the Contract Documents,then crushed rock shall be paid by the pre-bid unit 45 price. 46 f. Place pipe on the bedding according to the alignment shown in the Drawings. 47 g. The pipe line shall be within f0.1 inches of the elevation, and be consistent 48 with the grade shown on the Drawings. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 3305 10-15 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 15 of 20 I h. Place and compact embedment material to adequately support haunches in 2 accordance with the pipe manufacturer's recommendations. 3 i. For sewer lines greater than 30 inches in diameter,the embedment lift shall not 4 exceed the spring line prior to compaction. 5 j. Place remaining embedment including initial backfill to a minimum of 6 inches, 6 but not more than 12 inches, above the pipe. 7 k. Compact the embedment and initial backfill to 95 percent Standard Proctor 8 ASTM D 698. 9 1. Density test may be performed by City to verify that the compaction of 10 embedment meets requirements. 11 m. Place trench geotextile fabric on top of the initial backfill. 12 n. Place marker tape on top of the trench geotextile fabric in accordance with 13 Section 33 05 26. 14 5. Storm Sewer(RCP) 15 a. The bedding and the pipe zone up to the spring line shall be of uniform 16 material. 17 b. Crushed rock shall be used for embedment up to the spring line. 18 c. The specified backfill material may be used above the spring line. 19 d. Place evenly spread bedding material on a firm trench bottom. 20 e. Spread bedding so that lines and grades are maintained and that there are no 21 sags in the storm sewer pipe line. 22 £ Provide firm,uniform bedding. 23 1) Additional bedding may be required if ground water is present in the 24 trench. 25 2) If additional crushed rock is required which is not specifically identified in 26 the Contract Documents,then crushed rock shall be paid by the pre-bid unit 27 price. 28 g. Place pipe on the bedding according to the alignment of the Drawings. 29 h. The pipe line shall be within±0.1 inches of the elevation,and be consistent 30 with the grade,shown on the Drawings. 31 i. Place embedment material up to the spring line. 32 1) Place embedment to ensure that adequate support is obtained in the haunch. 33 j. Compact the embedment and initial backfill to 95 percent Standard Proctor 34 ASTM D 698. 35 k. Density test may be performed by City to verify that the compaction of 36 embedment meets requirements. 37 1. Place trench geotextile fabric on top of pipe and crushed rock. 38 6. Storm Sewer Reinforced Concrete Box 39 a. Crushed rock shall be used for bedding. 40 b. The pipe zone and the initial backfill shall be: 41 1) Crushed rock,or 42 2) Acceptable backfill material compacted to 95 percent Standard Proctor 43 density 44 c. Place evenly spread compacted bedding material on a firm trench bottom. 45 d. Spread bedding so that lines and grades are maintained and that there are no 46 sags in the storm sewer pipe line. 47 e. Provide firm,uniform bedding. 48 1) Additional bedding may be required if ground water is present in the 49 trench. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 3305 10-16 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 16 of 20 1 2) If additional crushed rock is required which is not specifically identified in 2 the Contract Documents,then crushed rock shall be paid by the pre-bid unit 3 price. 4 f. Fill the annular space between multiple boxes with crushed rock,CLSM 5 according to 03 34 13. 6 g. Place pipe on the bedding according to the alignment of the Drawings. 7 h. The pipe shall be within±0.1 inches of the elevation,and be consistent with the 8 grade,shown on the Drawings. 9 i. Compact the embedment initial backfill to 95 percent Standard Proctor ASTM 10 D698. 11 7. Water Services(Less than 2 Inches in Diameter) 12 a. The entire embedment zone shall be of uniform material. 13 b. Utility sand shall be generally used for embedment. 14 c. Place evenly spread bedding material on a firm trench bottom. 15 d. Provide firm,uniform bedding. 16 e. Place pipe on the bedding according to the alignment of the Plans. 17 f. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 18 8. Sanitary Sewer Services 19 a. The entire embedment zone shall be of uniform material. 20 b. Crushed rock shall be used for embedment. 21 c. Place evenly spread bedding material on a firm trench bottom. 22 d. Spread bedding so that lines and grades are maintained and that there are no 23 sags in the sanitary sewer pipe line. 24 e. Provide firm,uniform bedding. 25 1) Additional bedding may be required if ground water is present in the 26 trench. 27 2) If additional crushed rock is required which is not specifically identified in 28 the Contract Documents,then crushed rock shall be paid by the pre-bid unit 29 price. 30 f Place pipe on the bedding according to the alignment of the Drawings. 31 g. Place remaining embedment,including initial backfill,to a minimum of 6 32 inches,but not more than 12 inches,above the pipe. 33 h. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 34 i. Density test may be required to verify that the compaction meets the density 35 requirements. 36 E. Trench Backfill 37 1. At a minimum, place backfill in such a manner that the required in-place density 38 and moisture content is obtained,and so that there will be no damage to the surface, 39 pavement or structures due to any trench settlement or trench movement. 40 a. Meeting the requirement herein does not relieve the responsibility to damages 41 associated with the Work. 42 2. Backfill Material 43 a. Final backfill depth less than 15 feet 44 1) Backfill with: 45 a) Acceptable backfill material 46 b) Blended backfill material,or 47 c) Select backfill material,CSS,or CLSM when specifically required 48 b. Final backfill depth 15 feet or greater:(under pavement or future pavement) CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 33 05 10-17 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 17 of 20 1 1) Backfill depth from 0 tol5 feet deep 2 a) Backfill with: 3 (1) Acceptable backfill material 4 (2) Blended backfill material,or 5 (3) Select backfill material,CSS,or CLSM when specifically required 6 2) Backfill depth from 15 feet and greater 7 a) Backfill with: 8 (1) Select Fill 9 (2) CSS, or 10 (3) CLSM when specifically required 11 c. Final backfill depth 15 feet or greater: (not under pavement or future pavement) 12 1) Backfill with: 13 a) Acceptable backfill material, or 14 b) Blended backfill material 15 d. Backfill for service lines: 16 1) Backfill for water or sewer service lines shall be the same as the 17 requirement of the main that the service is connected to. 18 3. Required Compaction and Density 19 a. Final backfill(depths less than 15 feet) 20 1) Compact acceptable backfill material and blended backfill material OF 21 select bael to a minimum of 95 percent Standard Proctor per ASTM 22 D698 at moisture content within-2 to+5 percent of the optimum moisture. 23 2) Compact select backfill material to a minimum of 95 percent Modified 24 Proctor per ASTM D1557 at moisture content within-2 to+3 percent 25 of the optimum moisture. 26 3) CSS or CLSM requires no compaction. 27 b. Final backfill(depths 15 feet and greater/under existing or future pavement) 28 1) Compact select backfill to a minimum of 98 percent Standard Proctor per 29 ASTM D 698 at moisture content within-2 to+5 percent of the optimum 30 moisture. 31 2) CSS or CLSM requires no compaction. 32 c. Final backfill(depths 15 feet and greater/not under existing or future pavement) 33 1) Compact acceptable backfill material and blended backfill material OF 34 sell,., bael to a minimum of 95 percent Standard Proctor per ASTM 35 D698 at moisture content within-2 to+5 percent of the optimum moisture. 36 2) Compact select backfill material to a minimum of 95 percent Modified 37 Proctor per ASTM D1557 at moisture content within-2 to+3 percent 38 of the optimum moisture. 39 4. Saturated Soils 40 a. If in-situ soils consistently demonstrate that they are greater than 5 percent over 41 optimum moisture content,the soils are considered saturated. 42 b. Flooding the trench or water jetting is strictly prohibited. 43 c. If saturated soils are identified in the Drawings or Geotechnical Report in the 44 Appendix,Contractor shall proceed with Work following all backfill 45 procedures outlined in the Drawings for areas of soil saturation greater than 5 46 percent. 47 d. If saturated soils are encountered during Work but not identified in Drawings or 48 Geotechnical Report in the Appendix: 49 1) The Contractor shall: CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 3305 10-18 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 18 of 20 1 a) Immediately notify the City. 2 b) Submit a Contract Claim for Extra Work associated with direction from 3 City. 4 2) The City shall: 5 a) Investigate soils and determine if Work can proceed in the identified 6 location. 7 b) Direct the Contractor of changed backfill procedures associated with 8 the saturated soils that may include: 9 (1) Imported backfill 10 (2) A site specific backfill design 11 5. Placement of Backfill 12 a. Use only compaction equipment specifically designed for compaction of a 13 particular soil type and within the space and depth limitation experienced in the 14 trench. 15 b. Flooding the trench or water setting is strictly prohibited. 16 c. Place in loose lifts not to exceed 12 inches. 17 d. Compact to specified densities. 18 e. Compact only on top of initial backfill,undisturbed trench or previously 19 compacted backfill. 20 f. Remove any loose materials due to the movement of any trench box or shoring 21 or due to sloughing of the trench wall. 22 g. Install appropriate tracking balls for water and sanitary sewer trenches in 23 accordance with Section 33 05 26. 24 6. Backfill Means and Methods Demonstration 25 a. Notify the City in writing with sufficient time for the City to obtain samples 26 and perform standard proctor test in accordance with ASTM D698,and 27 modified proctor test in accordance with ASTM D1557. 28 b. The results of the standard proctor test must be received prior to beginning 29 excavation. 30 c. Upon commencing of backfill placement for the project the Contractor shall 31 demonstrate means and methods to obtain the required densities. 32 d. Demonstrate Means and Methods for compaction including: 33 1) Depth of lifts for backfill which shall not exceed 12 inches 34 2) Method of moisture control for excessively dry or wet backfill 35 3) Placement and moving trench box,if used 36 4) Compaction techniques in an open trench 37 5) Compaction techniques around structure 38 e. Provide a testing trench box to provide access to the recently backfil led 39 material. 40 £ The City will provide a qualified testing lab full time during this period to 41 randomly test density and moisture continent. 42 1) The testing lab will provide results as available on the job site. 43 7. Varying Ground Conditions 44 a. Notify the City of varying ground conditions and the need for additional 45 proctors. 46 b. Request additional proctors when soil conditions change. 47 c. The City may acquire additional proctors at its discretion. 48 d. Significant changes in soil conditions will require an additional Means and 49 Methods demonstration. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 3305 10-19 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 19 of 20 k 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 Standard Proctors in accordance with ASTM D698,and 7 Modified Proctors in accordance with ASTM D1557. 8 b. Test results will generally be available to within 4 calendar days and distribute 9 to: 10 1) Contractor 11 2) City Project Manager 12 3) City Inspector 13 4) Engineer 14 c. Notify the City if the characteristic of the soil changes. 15 d. City will perform new proctors for varying soils: 16 1) When indicated in the geotechnical investigation in the Appendix 17 2) If notified by the Contractor 18 3) At the convenience of the City 19 e. Trenches where different soil types are present at different depths,the proctors 20 shall be based on the mixture of those soils. 21 2. Density Testing of Backfill 22 a. Density Tests shall be in conformance with ASTM D2922. 23 b. Provide a testing trench protection for trench depths in excess of 5 feet. 24 c. Place,move and remove testing trench protection as necessary to facilitate all 25 tests conducted by the City. 26 d. For final backfill depths less than 15 feet and trenches of any depth not under 27 existing or future pavement: 28 1) The City will perform density testing twice per working day when 29 backfilling operations are being conducted. 30 2) The testing lab shall take a minimum of 3 density tests of the current lift in 31 the available trench. 32 e. For final backfill depths 15 feet and greater deep and under existing or future 33 pavement: 34 1) The City will perform density testing twice per working day when 35 backfilling operations are being conducted. 36 2) The testing lab shall take a minimum of 3 density tests of the current lift in 37 the available trench. 38 3) The testing lab will remain onsite sufficient time to test 2 additional lifts. 39 f. Make the excavation available for testing. 40 g. The City will determine the location of the test. 41 h. The City testing lab will provide results to Contractor and the City's Inspector 42 upon completion of the testing. 43 i. Formal report will be posted to the City's Buzzsaw site within 48 hours. 44 j. Test reports shall include: 45 1) Location of test by station number 46 2) Time and date of test 47 3) Depth of testing CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 330510-20 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 20 of 20 1 4) Field moisture 2 5) Dry density 3 6) Proctor identifier 4 7) Percent Proctor Density 5 3. Density of Embedment 6 a. Storm sewer boxes that are embedded with acceptable backfill material, 7 blended backfill material,cement modified backfill material or select material 8 will follow the same testing procedure as backfill. 9 b. The City may allow testing fine crushed rock or crushed rock embedment in 10 accordance with ASTM D2922 or ASTM 1556. 11 B. Non-Conforming Work 12 1. All non-conforming work shall be removed and replaced. 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2—Added Item for Concrete Encasement for Utility Lines Various Sections—Revised Depths to Include 15'and greater 12/20/2012 D.Johnson 3.3.A—Additional notes for pavement protection and positive drainage. 3AE.2—Added requirements for backfill of service lines. 3.4.E.5—Added language prohibiting flooding of trench 1.2.A.3—Clarified measurement and payment for concrete encasement as per plan 6/18/2013 D.Johnson quantity 2.2.A—Added language for concrete encasement 21 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 33 05 20-t AUGER BORING Page 1 of 7 1 SECTION 33 05 20 2 AUGER BORING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Minimum requirements for auger boring using 48-inch and smaller casing pipe with 7 lengths less than 350 feet. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Added 3.4.F.I.b: At a minimum,auger shall be pulled every 40 linear feet of 10 progress to monitor line and grade of steel casing pipe. 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 22—Steel Casing Pipe 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Measurement 20 a. This Item is considered subsidiary to steel casing pipe construction. 21 2. Payment 22 a. The work performed and materials furnished in accordance with this Item are 23 subsidiary to the unit price bid per linear foot of By Other Than Open Cut to be 24 complete in place,and no other compensation will be allowed. 25 1.3 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification,unless a date is specifically cited. 30 2. Occupational Safety and Health Administration(OSHA) 31 a. OSHA Regulations and Standards for Underground Construction,29 CFR Part 32 1926, Subpart S,Underground Construction and Subpart P,Excavation. 33 1.4 ADMINISTRATIVE REQUIREMENTS 34 A. Pre-installation 35 1. Provide written notice to the City at least 3 workings days in advance of the 36 planned launch of auger boring operations. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330520-2 AUGER BORING Page 2 of 7 1 1.5 SUBMITTALS 2 A. Submittals shall be in accordance with Section 0133 00. 3 B. All submittals shall be approved by the City prior to delivery. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE 8 A. Qualifications 9 1. Contractor 10 a. All boring work shall be performed by an experienced subcontractor or 1 l Contractor who has at least 5 years of experience in performing tunneling work 12 and has completed at least 5 boring projects of similar diameter and ground 13 conditions. 14 1) At least 1 of the projects shall have an individual boring length equal to or 15 greater in length than the longest tunnel on this project. 16 2) Submit details of referenced projects including owner's name and contact 17 information,project superintendent and machine operators. 18 b. The project superintendent shall have at least 5 years of experience supervising 19 boring construction. 20 1) The Contractor may be required to submit details of referenced project 21 including owner's name,contact information and project superintendent. 22 c. The site safety representative and personnel responsible for air quality 23 monitoring shall be experienced in tunnel construction and shall have current 24 certification by OSHA. 25 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY [NOT USED] 28 PART 2- PRODUCTS 29 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 30 2.2 MATERIALS 31 A. Description 32 1. Steel Casing Pipe shall be in accordance with Section 33 05 22. 33 2. Tunnel Liner Plate is not permitted for use with Auger Boring. 34 B. Design Criteria 35 1. Design excavation methods and spoil conveyance system for the full range of 36 ground conditions described in the Geotechnical Reports anticipated 37 2. Tolerance 38 a. Pressurized Carrier pipe CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330520-3 AUGER BORING Page 3 of 7 1 1) Lateral or vertical variation in the final position of the pipe casing from the 2 line and grade established by the Drawings shall be permitted only to the 3 extent of Iinch in 10 feet provided that such variation shall be regular and 4 only in the direction that will not detrimentally affect the function of the 5 carrier pipe and clearances from other underground utilities or structures. 6 b. Gravity Carrier Pipe 7 1) Lateral variation in the final position of the pipe casing from the line and 8 grade established by the Drawings shall be permitted only to the extent of 9 1 inch in 10 feet provided that such variation shall be regular and only in the 10 direction that will not detrimentally affect the function of the carrier pipe 11 and clearances from other underground utilities or structures. 12 2) Grades shown on Drawings must be maintained vertically. 13 3. Use methods and equipment that control surface settlement and heave above the 14 pipeline to prevent damage to existing utilities,facilities and improvements. 15 a. Limit any ground movements(settlement/heave)to values that shall not cause 16 damage to adjacent utilities or surface features(i.e.pavement, structures, 17 railroad tracks,etc.) 18 b. Repair any damage caused by ground movements at no cost to the City. 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUALITY CONTROL [NOT USED] 21 PART 3- EXECUTION 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION 25 A. Boring shall not begin until the following have been completed: 26 1. Review of available utility drawings and location of conduits and underground 27 utilities in all areas where excavation is to be performed. 28 a. Notify the applicable one-call system prior to any excavation to avoid 29 interference with the existing conduits and utilities in accordance with Division 30 1. 31 1) Repair damage to existing utilities resulting from excavation at no 32 additional cost to the City. 33 b. Follow notification requirements of permit provider where applicable. 34 2. Complete pit excavations and support systems for each drive in accordance with the 35 requirements of the Specifications. 36 3.4 INSTALLATION 37 A. General 38 1. Immediately notify the City if any problems are encountered with equipment or 39 materials or if the Contractor believes the conditions encountered are materially and 40 significantly different than those represented within the Contract Documents. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330520-4 AUGER BORING Page 4 of 7 1 2. Where pipe is required to be installed under railroad embankments or under 2 highways,streets or other facilities,construction shall be performed in such a 3 manner so as to not interfere with the operation of the railroad,street,highway or 4 other facility,and so as not to weaken or damage any embankment or structure. 5 3. During construction operations,furnish and maintain barricades and lights to 6 safeguard traffic and pedestrians until such time as the backfill has been completed 7 and then remove from the site. 8 4. Properly manage and dispose of groundwater inflows to the shafts in accordance 9 with requirements of specifications and all permit conditions. 10 a. Discharge of groundwater inflow into sanitary sewers is not allowed without 11 proper approval and permits. 12 5. Furnish all necessary equipment,power,water and utilities for tunneling, spoil 13 removal and disposal,grouting and other associated work required for the methods 14 of construction. 15 6. Promptly clean up,remove and dispose of any spoil or slurry spillage. 16 7. Do not disturb roadways,railroads,canal channels, adjacent structures, landscaped 17 areas or existing utilities. 18 a. Any damage shall be immediately repaired to original or better condition and to 19 the satisfaction of the Engineer or permit grantor at no additional cost to the 20 City. 21 8. Whenever there is a condition that is likely to endanger the stability of the 22 excavation or adjacent structures,operate with a full crew 24 hours a day,including 23 weekends and holidays,without interruption,until those conditions no longer 24 jeopardize the stability of the Work. 25 9. Notify the Texas One Call system(800-245-4545)to request marking of utilities by 26 utility owners/operators that subscribe to One Call,and shall individually notify 27 all other known or suspected utilities to request marking of these utilities. 28 a. Confirm that all requested locates are made prior to commencing boring 29 operations. 30 b. Visually confirm and stake necessary existing lines,cables,or other 31 underground facilities including exposing necessary crossing utilities and 32 utilities within 10 feet laterally of the designed tunnel. 33 c. Control drilling and grouting practices to prevent damage to existing utilities. 34 B. Boring Methods 35 1. Tunnel liner plate shall not be used for auger boring. 36 2. The Contractor shall be fully responsible for insuring the methods used are 37 adequate for the protection of workers,pipe,property and the public and to provide 38 a finished product as required. 39 3. Blasting is not allowed. 40 C. Pits and Trenches 41 1. If the grade of the pipe at the end is below the ground surface,suitable pits or 42 trenches shall be excavated for the purpose of conducting the jacking operations 43 and for placing end joints of the pipe. 44 2. Wherever end trenches are cut in the sides of the embankment or beyond it, such 45 work shall be sheeted securely and braced in a manner to prevent earth from caving 46 in. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330520-5 AUGER BORING Page 5 of 7 1 3. The location of the pit shall meet the approval of the City. 2 4. The pits of trenches excavated to facilitate these operations shall be backfilled in 3 accordance with Section 33 05 10 immediately after the casing and carrier pipe 4 installation has been completed. 5 D. Boring 6 1. Install steel casing pipe by boring hole with the earth auger and simultaneously 7 jacking pipe into place. 8 2. The boring shall proceed from a pit provided for the boring equipment and 9 workmen. 10 3. Pilot Hole,required for 24-inch and larger casings 11 a. By this method an approximate 2-inch hole shall be bored the entire length of 12 the crossing and shall be checked for line and grade on the opposite end of the 13 bore from the work pit. 14 b. This pilot hole shall serve as the centerline of the larger diameter hole to be 15 bored. 16 c. Other methods of maintaining line and grade on the casing may be approved if 17 acceptable to the Engineer. 18 d. Placed excavated material near the top of the working pit and disposed of as 19 required. 20 1) If no room is available, immediate haul off is required. 21 4. The use of water or other fluids in connection with the boring operation will be 22 permitted only to the extent required to lubricate cuttings. 23 a. Jetting or sluicing will not be permitted. 24 5. In unconsolidated soil formations,a gel-forming colloidal drilling fluid consisting 25 of at least 10 percent of high grade carefully processed bentonite may be used to: 26 a. Consolidate cuttings of the bit 27 b. Seal the walls of the hole 28 c. Furnish lubrication for subsequent removal of cuttings and installation of the 29 pipe immediately thereafter 30 6. Allowable variation from the line and grade shall be as specified in this 31 Specification. 32 7. All voids in excess of 2 inches between bore and outside of casing shall be pressure 33 grouted. 34 E. Contact Grouting 35 1. Contact grout any voids caused by or encountered during the boring. 36 a. Modify equipment and procedures as required to avoid recurrence of excessive 37 settlements or damage. 38 F. Control of Line and Grade 39 1. Monitor line and grade continuously during boring operations. 40 a. Record deviation with respect to design line and grade once at each casing 41 joint. 42 b. At a minimum,auger shall be pulled after every 40 linear feet of process 43 of steel casin14 pipe and line and grade shall be evaluated. 44 2. If the pipe installation does not meet the specified tolerances,correct the 45 installation,including any necessary redesign of the pipeline or structures and 46 acquisition of necessary easements. CITY OF FORT WORTH TRY—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330520-6 AUGER BORING Page 6 of 7 1 3.5 CLEANUP AND RESTORATION 2 A. After completion of the boring,all construction debris,spoils,oil,grease and other 3 materials shall be removed from the pipe,pits and all work areas. 4 B. Restoration shall follow construction as the Work progresses and shall be completed as 5 soon as reasonably possible. 6 1. Restore and repair any damage resulting from surface settlement caused by shaft 7 excavation or boring. 8 2. Any property damaged or destroyed shall be restored to a condition equal to or 9 better than existing prior to construction. 10 3. Restoration shall be completed no later than 30 days after boring is complete,or I 1 earlier if required as part of a permit or easement agreement. 12 4. This provision for restoration shall include all property affected by the construction 13 operations. 14 3.6 RE-INSTALLATION [NOT USED] 15 3.7 SITE QUALITY CONTROL 16 A. Field Tests and Inspections 17 1. Allow access to the City and furnish necessary assistance and cooperation to aid in 18 the observations, measurements,data and sample collection, including, but not 19 limited to the following: 20 a. The City shall have access to the boring system prior to, during and following 21 all boring operations. 22 b. The City shall have access to the tunneling shafts prior to, during and following 23 all boring operations. 24 1) This shall include,but not be limited to,visual inspection of installed pipe 25 and verification of line and grade. 26 2) The Contractor shall provide safe access in accordance with all safety 27 regulations. 28 c. The City shall have access to spoils removed from the boring excavation prior 29 to,during and following all boring operations. 30 1) The City shall be allowed to collect soil samples from the muck buckets or 31 spoil piles a minimum of once every 10 feet and at any time when changes 32 in soil conditions or obstructions are apparent or suspected. 33 B. Safety 34 1. The Contractor is responsible for safety on the job site. 35 a. Perform all Work in accordance with the current applicable regulations of the 36 Federal, State and local agencies. 37 b. In the event of conflict,comply with the more restrictive applicable 38 requirement. 39 2. No gasoline powered equipment shall be permitted in receiving shafts/pits. 40 a. Diesel, electrical, hydraulic,and air powered equipment are acceptable,subject 41 to applicable local, State and Federal regulations. 42 3. Furnish and operate a temporary ventilation system in accordance with applicable 43 safety requirements when personnel are underground. 44 a. Perform all required air and gas monitoring. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330520-7 AUGER BORING Page 7 of 7 1 b. Ventilation system shall provide a sufficient supply of fresh air and maintain an 2 atmosphere free of toxic or flammable gasses in all underground work areas. 3 4. Perform all work in accordance with all current applicable regulations and safety 4 requirements of the Federal, State and Local agencies. 5 5. Comply with all applicable provisions of OSHA 29 CFR Part 1926, Subpart S, 6 Underground Construction and Subpart P,Excavations. 7 a. In the event of conflict,comply with the more stringent requirements. 8 6. If personnel will enter the pipe during construction,the Contractor shall develop an 9 emergency response plan for rescuing personnel trapped underground in a shaft 10 excavation or pipe. 11 a. Keep on-site all equipment required for emergency response in accordance with 12 the agency having jurisdiction. 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 END OF SECTION 21 Revision Log DATE NAME SUMMARY OF CHANGE 22 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330521-1 TUNNEL LINER PLATE Page I of 6 1 SECTION 33 05 21 2 TUNNEL LINER PLATE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Minimum requirements for manufacturing, furnishing and transporting Tunnel 7 Liner Plate to be used for excavation support as installed By Other than Open Cut at 8 the locations shown on the Drawings 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. Added 1.1.C.5—Include Settlement Monitoring Reference. 11 2. Added 1.1.C.6—Include Contact Groutin14 Reference. 12 3. Added 1.2.A.3.k—Settlement Monitoring is subsidiary to tunnel liner plate by 13 other than open cut where indicated in the Drawings. 14 4. Added 1.2.A.3.1—Portal Stabilization is subsidiary to tunnel liner plate by 15 other than open cut. 16 5. Added 1.2.A.3.m—Water Control is subsidiary to tunnel liner plate by other 17 than open cut. 18 6. Added 1.3.B—Include reference to 2cotechnical report. 19 7. Modified 3.4.0—Contact mroutinI4 shall be in accordance with Contact 20 Grouting Specification. 21 C. Related Specification Sections include,but are not necessarily limited to: 22 1. Division 0—Bidding Requirements, Contract Forms,and Conditions of the 23 Contract 24 2. Division 1—General Requirements 25 3. Section 33 05 23—Hand Tunneling 26 4. Section 33 05 24—Installation of Carrier Pipe in Casing or Tunnel Liner Plate 27 5. Section 33 05 44—Settlement Monitorin>s 28 6. Section 33 05 45—Contact Grouting 29 1.2 PRICE AND PAYMENT PROCEDURES 30 A. Measurement and Payment 31 1. Measurement 32 a. Measured horizontally along the surface for the length of Tunnel Liner Plate 33 installed 34 2. Payment 35 a. The work performed and materials furnished in accordance with this Item and 36 measured as provided under"Measurement"will be paid for at the unit price 37 bid per linear foot of"Casing/Tunnel Liner Plate,By Other than Open Cut" 38 installed for: 39 1) Various Sizes CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330521-2 TUNNEL LINER PLATE Page 2 of 6 1 b. The work performed and materials furnished in accordance with this Item and 2 measured as provided under"Measurement"will be paid for at the unit price 3 bid per linear foot of"Tunnel Liner Plate,By Other than Open Cut"installed 4 for: 5 1) Various Sizes 6 3. The price bid shall include: 7 a. Furnishing and installing Tunnel Liner Plate as specified by the Drawings 8 b. Mobilization 9 c. Launching shaft 10 d. Receiving shaft 11 e. Pavement removal 12 f. Excavation 13 g. Hauling 14 h. Disposal of excess material 15 i. Furnishing,placement, and compaction of backfill 16 j. Clean-up 17 k. Settlement Monitoring as specified by the Drawings 18 1. Portal Stabilization 19 m. Water Control for Shaft and Tunnel Construction 201.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this Specification refer to the current reference 23 standard 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. American Association of State Highway and Transportation Officials(AASHTO) 26 a. LRFD,Bridge Design Manual, Section 12.13 27 b. M190,Bituminous-Coated Corrugated Metal Culvert Pipe and Pipe Arches. 28 3. American Society of Testing and Materials (ASTM): 29 a. A123, Standard Specification for Zinc(Hot-Dip Galvanized)Coating on Iron 30 and Steel Products. 31 b. A153, Standard Specification for Zinc Coating(Hot Dip)on Iron and Steel 32 Hardware. 33 c. A1011, Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, 34 Structural,High-Strength Low-Alloy and High-Strength Los-Alloy with 35 Improved Formability, and Ultra-High Strength. 36 B. Reference Documents: 37 1. "Geotechnical Engincerinj!Report—TRV Channel Sellment Utility 38 Relocations,Part 04 Segment B,Fort Worth,Texas",G&AI Project No. 13- 39 0466,November 21,2014. 40 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 41 1.5 SUBMITTALS 42 A. Submittals shall be in accordance with Section 01 33 00. 43 B. All submittals shall be approved by the City prior to delivery. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330521-3 TUNNEL LINER PLATE Page 3 of 6 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Product Data 3 1. Tunnel Liner Plate and fasteners 4 a. Material data 5 2. Exterior Coating 6 a. Material data 7 b. Field touch-up procedures 8 3. Grout Mix 9 a. Material data 10 B. Shop Drawings I 1 1. Submit calculations for the design of the Tunnel Liner Plate sealed by a Licensed 12 Engineer in the State of Texas. 13 2. Detailed plan for grouting the void space on the exterior of the Tunnel Liner Plate 14 3. Grout coupling location and spacing 15 1.7 CLOSEOUT SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE [NOT USED] 18 1.10 DELIVERY,STORAGE,AND HANDLING 19 A. Deliver,handle and store Tunnel Liner Plate in accordance with the Manufacturer's 20 recommendations to protect coating systems. 21 1.11 FIELD [SITE] CONDITIONS [NOT USED] 22 1.12 WARRANTY [NOT USED] 23 PART 2- PRODUCTS [NOT USED] 24 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 25 2.2 MATERIALS 26 A. Manufacturers 27 1. Only the manufacturers as listed on the City's Standard Products List will be 28 considered as shown in Section 01 60 00, and/or as specified herein. 29 a. The manufacturer must comply with this Specification and related Sections. 30 b. Manufactured by Contech Construction Products, Inc.,American Commercial 31 Inc.,or approved equal. 32 2. Any product that is not listed on the Standard Products List is considered a 33 substitution and shall be submitted in accordance with Section 0125 00. 34 B. Design Criteria 35 a. Manufacturer to design Tunnel Liner Plate in accordance with the methods and 36 criteria as specified in AASHTO LRFD,Bridge Design Manual, Section 12.13. 37 b. Soil parameters shall be determined by the Tunnel Liner Plate Manufacturer. 38 c. Allow a maximum deflection of 3 percent. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330521-4 TUNNEL LINER PLATE Page 4 of 6 1 d. Thickness of the Tunnel Liner Plate specified herein is the minimum acceptable 2 and shall be increased as necessary to obtain adequate joint strength,stiffness, 3 buckling strength and resistance to deflection. 4 C. Materials 5 1. Tunnel Liner Plate 6 a. Provide new,corrugated metal Tunnel Liner Plates made from steel sheets 7 conforming to the requirements of ASTM A1011. 8 1) Potable and Reclaimed Water carrier pipe 9 a) Galvanized 10 (1) Plate to be galvanized with zinc coating in accordance with 11 ASTM A 123 with the following exception: 12 (a) Zinc shall be applied at a rate of 2.0 ounces per square foot on 13 each side. 14 b) Coated 15 (1) Plate to be coated with a bituminous coating meeting the 16 performance requirements of AASHTO M190 17 (2) Uniformly coat pipe inside and out to minimum thickness of 0.05 18 inches,measured on crests of corrugations. 19 2) Sanitary Sewer carrier pipe 20 a) Galvanized 21 (1) Plate to be galvanized with zinc coating in accordance with ASTM 22 A 123 with the following exception: 23 (a) Zinc shall be applied at a rate of 2.0 ounces per square foot on 24 each side. 25 b. Tunnel Liner Plates and fasteners shall comply with the requirements of 26 AASHTO LRFD,Bridge Design Manual, Section 12.13. 27 1) Liner plates shall be punched for bolting on both longitudinal and 28 circumferential seams and fabricated to permit complete erection from the 29 inside of the tunnel. 30 2) Bolts and nuts shall be galvanized to conform to ASTM A153. 31 3) Where groundwater is encountered gasketed liner plates shall be used. 32 4) Plates shall be of uniform fabrication and those intended for 1 size tunnel 33 shall be interchangeable. 34 5) Field welding of Tunnel Liner Plate, including grout couplings shall not be 35 allowed. 36 6) The material used for the construction of these plates shall be new, unused 37 and suitable for the purpose intended. 38 7) Minimum thickness of Tunnel Liner Plate shall be as follows*: 39 2-Flanged Liner 4-Flanged Liner Tunnel Plate Thickness Plate Thickness Diameter (gauge). (gauge) inches 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 Project Specific Design Design CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330521-5 TUNNEL LINER PLATE Page 5 of 6 1 2 *The information in the above table is based on the following assumptions: 3 AASHTO Section 16: "Steel Tunnel Liner Plates",H2O loading angle of 0 and 4 bury depth of 8 feet to 16 feet. For projects not meeting these assumptions,a 5 specific design should be performed to determine the appropriate thickness for 6 the liner plate. 7 2. Casing Insulators 8 a. Casing insulators shall be used for this project in accordance with 9 Section 33 05 24. 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3- EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION [NOT USED] 16 3.4 INSTALLATION 17 A. Tunnel Liner Plate shall be installed in accordance with appropriate portions of Section 18 33 05 23. 19 B. Carrier pipe shall be installed inside Tunnel Liner Plate in accordance with 20 Section 33 05 24. 21 C. Contact grouting of the annulus outside the Tunnel Liner Plate shall be performed in 22 accordance with Section 33 05 45—Contact Grouting. 23 3.5 REPAIR/RESTORATION [NOT USED] 24 3.6 RE-INSTALLATION [NOT USED] 25 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 26 3.8 SYSTEM STARTUP [NOT USED] 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] 30 3.12 PROTECTION [NOT USED] 31 3.13 MAINTENANCE [NOT USED] 32 3.14 ATTACHMENTS [NOT USED] 33 END OF SECTION CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330521-6 TUNNEL LINER PLATE Page 6 of 6 1 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.3.A.3—AASHTO reference updated to current publication 2 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330522-1 STEEL CASING PIPE Page I of 7 i SECTION 33 05 22 2 STEEL CASING PIPE 3 PART1 - GENERAL 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. Added 1.1.C.7—Include Open-Shield Pipejacking Specification reference. 11 2. Added 1.1.C.8—Include Guided Boring Specification reference. 12 3. Added 1.1.C.9—Include Settlement Monitoring Specification reference. 13 4. Added I.1.C.10—Include Contact Grouting Specification reference. 14 5. Added 1.2.A.2.c.11)—Settlement Monitoring will be subsidiary to casing pipe 15 by other than open cut where indicated in the Drawings. 16 6. Added 1.2.A.2.c.I t)—Portal Stabilization is subsidiary to steel casing pipe by 17 other than open cut. 18 7. Added 1.2.A.2.c.11)—Water Control is subsidiary to steel casing pipe by other 19 than open cut. 20 8. Added 1.3.13—Include reference to geotechnical report. 21 9. Deleted 1.6.13.1—Shop drawings will be required for Auger Boring on this 22 rp oiect. 23 10. Modified 1.6.B.2—Shop drawings will be required for Auger Boring on this 24 rp oiect. 25 11. Modified 3.4.A—Include reference to Open-Shield Pipejacking and Guided 26 Boring Specifications,as well as indicating allowed methods at specific 27 locations. 28 12. Modified 3.4.A.1—Steel casing pipe joining shall be accomplished prior to 29 installation into tunnel. 30 13. Deleted 3.4.A.2—Allowable joint types are those indicated in 3A.A.1. 31 14. Modified 3.4.0—Contact grouting shall be in accordance with Contact 32 Grouting Specification. 33 C. Related Specification Sections include, but are not necessarily limited to: 34 1. Division 0—Bidding Requirements, Contract Forms,and Conditions of the 35 Contract 36 2. Division I —General Requirements 37 3. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 38 4. Section 33 05 20—Auger Boring 39 5. Section 33 05 23—Hand Tunneling 40 6. Section 33 05 24—Installation of Carrier Pipe in Casing or Tunnel Liner Plate CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330522-2 STEEL CASING PIPE Page 2 of 7 1 7. Section 33 0527—Open-Shield Piyeiacking 2 8. Section 33 05 44—Settlement Monitoring 3 9. Section 33 05 45—Contact Grouting 4 1.2 PRICE AND PAYMENT PROCEDURES 5 A. Measurement and Payment 6 1. Open Cut 7 a. Measurement 8 1) Measured horizontally along the surface for length of Steel Casing Pipe 9 installed 10 b. Payment 11 1) The work performed and materials furnished in accordance with this Item 12 and measured as provided under"Measurement'will be paid for at the unit 13 price bid per linear foot of"Casing,By Open Cut'installed for: 14 a) Various Sizes 15 c. The price bid shall include: 16 1) Furnishing and installing Steel Casing Pipe as specified by the Drawings 17 2) Mobilization 18 3) Pavement removal 19 4) Excavation 20 5) Hauling 21 6) Disposal of excess material 22 7) Furnishing,placement,and compaction of embedment 23 8) Furnishing,placement,and compaction of backfill 24 9) Clean-up 25 2. By Other than Open Cut 26 a. Measurement 27 1) Measured horizontally along the surface for length of Steel Casing Pipe 28 installed 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 and measured as provided under"Measurement'will be paid for at the unit 32 price bid per linear foot of"Casing/Tunnel Liner Plate,By Other than Open 33 Cut'installed for: 34 a) Various Sizes 35 2) The work performed and materials furnished in accordance with this Item 36 and measured as provided under"Measurement'will be paid for at the unit 37 price bid per linear foot of"Casing,By Other than Open Cut'installed for: 38 a) Various Sizes 39 c. The price bid shall include: 40 1) Furnishing and installing Steel Casing Pipe as specified by the Drawings 41 2) Mobilization 42 3) Launching shaft 43 4) Receiving shaft 44 5) Pavement removal 45 6) Excavation 46 7) Hauling 47 8) Disposal of excess material 48 9) Furnishing,placement,and compaction of backfill CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330522-3 STEEL CASING PIPE Page 3 of 7 1 10) Clean-up 2 11) Settlement Monitoring as specified by the Drawinlls 3 12)Portal Stabilization 4 13)Water Control for Shaft and Tunnel Construction 5 1.3 REFERENCES 6 A. Reference Standards 7 1. Reference standards cited in this Specification refer to the current reference 8 standard published at the time of the latest revision date logged at the end of this 9 Specification,unless a date is specifically cited. 10 2. ASTM International(ASTM): 11 a. A139, Standard Specification for Electric-Fusion(Arc)-Welded Steel Pipe 12 (NPS Sizes 4 and Over). 13 3. American Water Works Association(AWWA): 14 a. C203, Coal-Tar Protective Coatings and Linings for Steel Water Pipelines- 15 Enamel and Tape-Hot Applied. 16 B. Reference Documents: 17 1. "Geotechnical Engineering Report—TRV Channel Segment Utility 18 Relocations,Part 04 Segment B,Fort Worth,Texas",G&AI Project No. 13- 19 0466,November 21,2014. 20 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21 1.5 SUBMITTALS 22 A. Submittals shall be in accordance with Section 0133 00. 23 B. All submittals shall be approved by the City prior to delivery. 24 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 25 A. Product Data 26 1. Exterior Coating 27 a. Material data 28 b. Field touch-up procedures 29 2. Interior Coating 30 a. Material data 31 b. Field touch-up procedures 32 B. Shop Drawings 33 1. No shop drawings required foF Auger Borin 34 2. Fore Provide the following: 35 a. Furnish details for Steel Casing Pipe outlining the following: 36 1) Grout/lubrication ports 37 2) Joint details 38 3) Other miscellaneous items for furnishing and fabricating pipe 39 b. Submit calculations in a neat,legible format that is sealed by a Licensed 40 Professional Engineer in Texas, consistent with the information provided in the 41 geotechnical report, and includes: CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330522-4 STEEL CASING PIPE Page 4 of 7 1 1) Calculations confirming that pipe jacking capacity is adequate to resist the 2 anticipated jacking loads for each crossing,with a minimum factor of safety 3 of 2. 4 2) Calculations confirming that pipe capacity is adequate to safely support all 5 other anticipated loads,including earth and groundwater pressures, 6 surcharge loads,and handling loads 7 3) Calculations confirming that jointing method will support all loading 8 conditions 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY,STORAGE,AND HANDLING 13 A. Delivery,Handling,and Storage 14 1. Prior to delivery of the pipe,end/internal bracing shall be furnished and installed, 15 as recommended by the manufacturer,for protection during shipping and storage. 16 2. Deliver,handle and store pipe in accordance with the Manufacturer's 17 recommendations to protect coating systems. 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2- PRODUCTS 21 2.1 OWNER-FURNISHED[oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 22 2.2 MATERIALS 23 A. Design Criteria 24 1. The Contractor is fully responsible for the design of Steel Casing Pipe that meets or 25 exceeds the design requirements of this Specification and that is specifically 26 designed for installation by the intended trenchless method. 27 2. For Steel Casing Pipe utilized for tunneling projeets,consider the foiloWiHg 28 trenchless installations: 29 a. Design of the casing pipe shall account for all installation and service loads 30 including: 31 1) Jacking loads 32 2) External groundwater and earth loads 33 3) Traffic loads 34 4) Practical consideration for handling,shipping and other construction 35 operations 36 5) Any other live or dead loads reasonably anticipated 37 b. Design shall be sealed and signed by a registered Professional Engineer 38 licensed in the State of Texas. 39 c. The allowable jacking capacity shall not exceed 50 percent of the minimum 40 steel yield stress. 41 3. Steel Casing Pipe shall have a minimum wall thickness as follows: 42 Casing Pipe Diameter Minimum Wall Thickness CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330522-5 STEEL CASING PIPE Page 5 of 7 inches inches 14- 18 .3125(5/16) 20-24 .375 (3/8) 26-32 .5 (1/2) 34-42 44-48 .6875 (11/16) Greater than 48 Project specific design 1 2 4. Steel Casing Pipe shall be provided with inside diameter sufficient to efficiently 3 install the required carrier pipe with casing spacers as required in Section 33 05 24. 4 a. Allowable casing diameters are shown on the Drawings for each crossing. 5 5. Furnish in lengths that are compatible with Contractor's shaft sizes and allowable 6 work areas. 7 6. Random segments of pipe will not be permitted for straight runs of casing. 8 a. Closing piece segments,however, shall be acceptable. 9 7. When required by installation method,provide grout/lubricant ports along the pipe 10 at intervals of 10 feet or less. I l a. Ports and fittings shall be attached to the pipe in a manner that will not 12 materially affect the strength of the pipe nor interfere with installation of carrier 13 pipe. 14 b. Plugs for sealing the fittings shall be provided by the Contractor and shall be 15 capable of withstanding all external and internal pressures and loads without 16 leaking. 17 B. Materials 18 1. Provide new,smooth-wall,carbon steel pipe conforming to ASTM A139,Grade B. 19 2. Dimensional Tolerances 20 a. Furnishing and installing Steel Casing Pipe with dimensional tolerances that are 21 compatible with performance requirements and proposed installation methods 22 that meet or exceed the specific requirements below: 23 1) Minimum wall thickness at any point shall be at least 87.5 percent of the 24 nominal wall thickness. 25 2) Outside circumference within 1.0 percent or 3/4 inch of the nominal 26 circumference,whichever is less. 27 3) Outside diameter of the pipe shall be within 1/8 inch of the nominal outside 28 diameter. 29 4) Roundness such that the difference between the major and minor outside 30 diameters shall not exceed 0.5 percent of the specified nominal outside 31 diameter or 1/4 inch,whichever is less. 32 5) Maximum allowable straightness deviation of 1/8 inch in any 10-foot 33 length. 34 3. All steel pipe shall have square ends. 35 a. The ends of pipe sections shall not vary by more than 1/8 inch at any point from 36 a true plane perpendicular to the axis of the pipe and passing through the center 37 of the pipe at the end. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary.Se\vet Relocations Revised December 20,2012 City Project No.00969 330522-6 STEEL CASING PIPE Page 6 of 7 1 b. When pipe ends have to be beveled for welding,the ends shall be beveled on 2 the outside to an angle of 35 degrees with a tolerance of±2'/Z degrees and with 3 a width of root face 1/16 inch f 1/32 inch. 4 4. Steel Casing Pipe shall be fabricated with longitudinal weld seams. 5 a. All girth weld seams shall be ground flush. 6 C. Finishes 7 1. Provide inside and outside of Steel Casing Pipe with a coal-tar protective coating in 8 accordance with the requirements of AWWA C203. 9 a. Touch up after field welds shall provide coating equal to those specified above. 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3- EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION [NOT USED] 16 3.4 INSTALLATION 17 A. install Steel CAsing Pipe for By Other than Open Cut an aecor-dance with Seeti 18 33 05 20 or Section 33 nc 23 install Steel Casing Pipe for Op Cut in„....,,_dance 19 with Section 33 nc 10.Method for installation of Steel Casing Pipe for By Other 20 than Open Cut shall be in accordance with Sections 33 05 20,33 05 23,33 05 27 21 and 33 05 28.Method of Installation allowed at each location shall be as specified 22 in the above mentioned specifications and in the drawings. Install Steel Casing 23 Pipe for Open Cut in accordance with Section 33 05 10. 24 1. Steel Casing Pipe connections shall be achieved, prior to trenchless installation, 25 by full penetration field butt welding or an integral machine press-fit connection 26 (Permalok or equal),prior to installation of the pipe,depending on the type of 27 carrier pipe. 28 2 Allowable able Jo nt t J Nca for ccch crossing are shown on the Drawings. 29 3. Field butt welding a square end piece of steel pipe to a 35 degree beveled end of 30 steel pipe is acceptable. 31 4. Integral machined press-fit connections shall be installed in accordance with the 32 manufacturer's installation procedures and recommendations. 33 B. Carrier pipe shall be installed inside Steel Casing Pipe in accordance with 34 Section 33 05 24. 35 C. Contact grouting of the annulus outside the casing pipe shall be performed in 36 accordance with Section 33 05 23 or Section 33 na 20-33 05 45—Contact Grouting. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330522-7 STEEL CASING PIPE Page 7 of 7 1 3.5 REPAIR/RESTORATION [NOT USED] 2 3.6 RE-INSTALLATION [NOT USED] 3 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] I1 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 2.2•A—Formatting modified to apply thickness requirements for all casing installation methods 13 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised December 20,2012 City Project No.00969 330524-1 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 1 of 1 l 1 SECTION 33 05 24 2 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE 3 PART1 - 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. Added 1.1.C.5: Reference to Fiberglass Reinforced Pipe for Gravity Sewers. 10 2. Added 1.1.C.6: Reference to Open-Shield Pipeiacking Specification. 11 3. Added 1.1.C.7: Reference to Guided Boring Specification. 12 4. Modified 1.6.B.1: Submittals required for 24-inch and larger carrier pipe. 13 5. Modified 1.6.B.5: changed"casing"to"carrier"for clarity. 14 6. Modified 1.6.13.51: added requirement for contractor to submit calculations 15 for anticipated grout installation. 16 7. Modified 1.6.B.5.2: deleted limiting requirement for pipe size requiring 17 buoyant force calculation submittals. 18 8. Modified 1.6.13.51: deleted"if required"at end of requirement for submittal 19 of methods to prevent buckling during annular grouting. 20 9. Added 1.6.B.5.i: added requirement for daily reporting of grout volumes, 21 pressures,problems,etc. 22 10. Modified 2.2.B.3.c.1: lowered annular grout to 150psi minimum at 28 days. 23 11. Modified 2.2.13.1d: added"damage"to requirement. 24 12. Deleted 3.4.C.2.f.1: Guide rails shall be allowed for installation of carrier pipe. 25 13. Modified 3.4.C.2.h: changed"carrier"to"casing spacer"for clarity. 26 14. Modified 3.4.C.4.d: added"carrier"for clarity. 27 15. Modified 3.7.A: Reporting is required for 24-inch and larger casing pipe for 28 runs longer than 250 feet. 29 C. Related Specification Sections include,but are not necessarily limited to: 30 1. Division 0—Bidding Requirements,Contract Forms,and Conditions of the 31 Contract 32 2. Division 1—General Requirements 33 3. Section 33 0130—Sewer and Manhole Testing 34 4. Section 33 11 13 -Concrete Pressure Pipe,Bar-Wrapped, Steel Cylinder Type 35 5. Section 33 31 13—Fiberglass Reinforced Pipe for Gravity Sewers 36 6. Section 33 05 27—Open-Shield Pipejacking 37 7. Section 33 05 28—Guided Boring CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 330524-2 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 2 of I 1 1 1.2 PRICE AND PAYMENT PROCEDURES 2 A. Measurement and Payment 3 1. Installation of Sanitary Sewer Carrier Pipe in Casing/Tunnel Liner Plate 4 a. Measurement 5 1) Measured horizontally along the surface from centerline to centerline of the 6 beginning of the casing/liner to the end of the casing/liner 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 linear foot for"Sewer Carrier Pipe"complete in place for: 11 a) Various Sizes 12 c. The price bid shall include: 13 1) Furnishing and installing Sanitary Sewer Main(Pipe) in Casing/Tunnel 14 Liner Plate as specified by the Drawings 15 2) Mobilization 16 3) Grout 17 4) Casing Spacers 18 5) End seals 19 6) Excavation 20 7) Hauling 21 8) Disposal of excess material 22 9) Clean-up 23 2. Installation of Water Carrier Pipe in Casing/Tunnel Liner Plate 24 a. Measurement 25 1) Measured horizontally along the surface from centerline to centerline of the 26 beginning of the casing/liner to the end of the casing/liner Payment 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item 29 and measured as provided under"Measurement"shall be paid for at the 30 unit price bid per linear foot for"Water Carrier Pipe"complete in place for: 31 a) Various Sizes 32 c. The price bid shall include: 33 1) Furnishing and installing Water Main(Pipe)in Casing/Tunnel Liner Plate 34 as specified by the Drawings 35 2) Mobilization 36 3) Grout 37 4) Joint restraint 38 5) Casing Spacers 39 6) End seals 40 7) Excavation 41 8) Hauling 42 9) Disposal of excess material 43 10) Clean-up 44 1.3 REFERENCES 45 A. Definitions 46 1. Carrier Pipe: Permanent pipe for operational use that is used to convey flows CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 330524-3 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 3 of 11 1 2. Casing: A steel pipe or tunnel liner installed by trenchless methods that supports the 2 ground and provides a stable underground excavation for installation of the carrier 3 pipe 4 B. Reference Standards 5 1. Reference standards cited in this Specification refer to the current reference 6 standard published at the time of the latest revision date logged at the end of this 7 Specification, unless a date is specifically cited. 8 2. American Society of Testing and Materials(ASTM) 9 a. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 10 Specimens. 11 b. C109, Standard Test Method for Compressive Strength of Hydraulic Cement 12 Mortars(Using 2-in or[50 mm] Cube Specimens). 13 c. D638, Standard Test Method for Tensile Properties of Plastics. 14 3. International Organization for Standardization(ISO): 15 a. 9001,Quality Management Systems-Requirements. 16 4. Occupational Safety and Health Administration(OSHA) 17 a. OSHA Regulations and Standards for Underground Construction,29 CFR Part 18 1926,Subpart S, Underground Construction and Subpart P,Excavation. 19 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 20 1.5 SUBMITTALS 21 A. Submittals shall be in accordance with Section 0133 00. 22 B. All submittals shall be approved by the City prior to delivery. 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 24 A. Product Data 25 1. Casing Isolators/Spacers 26 a. Material Data 27 2. Grout Mix 28 a. Material Data 29 B. Shop Drawings 30 1. Required for 24-inch and larger carrier pipe installations 31 2. Submit Work Plan describing the carrier pipe installation equipment,materials and 32 construction methods to be employed. 33 3. Casing Spacers/Isolators 34 a. Detail drawings and manufacturer's information for the casing isolators/spacers 35 that will be used. 36 1) Include dimension and component materials and documentation of 37 manufacturer's ISO 9001:2000 certification. 38 b. Alternatives to casing spacers/isolators may be allowed by the City on a case- 39 by-case basis. 40 c. For consideration of alternate method,submit a detailed description of method 41 including details. 42 4. End seal or bulkhead designs and locations for casing/liners. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 330524-4 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 4 of 11 1 5. Annular Space(between carrier pipe and casing/tunnel liner plate)Grouting Work 2 Plan and Methods including: 3 a. Grouting methods 4 b. Details of equipment 5 c. Grouting procedures and sequences including: 6 1) Injection methods 7 2) Injection pressures 8 3) Monitoring and recording equipment 9 4) Pressure gauge calibration data 10 5) Materials 11 d. Grout mix details including: 12 1) Proportions 13 2) Admixtures including: 14 a) Manufacturer's literature 15 b) Laboratory test data verifying the strength of the proposed grout mix 16 c) Proposed grout densities 17 d) Viscosity 18 e) Initial set time of grout 19 (1) Data for these requirements shall be derived from trial batches from 20 an approved testing laboratory. 21 e. Submit a minimum of 3 other similar projects where the proposed grout mix 22 design was used. 23 f. Submit calculations indicating anticipated volumes of grout to be pumped for 24 each application and reach grouted. 25 g. For pipe installations greater-than 36 inches,without hold down jacks or a 26 restrained spacer,provide buoyant force calculations during grouting and 27 measures to prevent flotation. 28 1) Calculations sealed by a licensed Engineer in the State of Texas. 29 h. Description of methods and devices to prevent buckling of carrier pipe during 30 grouting of annular space,'. 31 i. Reports and Records: 32 1) Maintain and submit daily logs of grouting operations,including: 33 a) Grouting locations,pressures,volumes,grout mix pumped,time of 34 pumping,and any problems or unusual observations on logs. 35 1.7 CLOSEOUT SUBMITTALS [NOT USED] 36 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 37 1.9 QUALITY ASSURANCE 38 A. Certifications 39 1. Casing isolator/spacer manufacturer shall be certified against the provisions of 40 IS09001:2000. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 330524-5 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 5 of 11 1 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS 5 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 6 2.2 MATERIALS 7 A. Manufacturers 8 1. Only the manufacturers as listed on the City's Standard Products List will be 9 considered as shown in Section 0160 00. 10 a. The manufacturer must comply with this Specification and related Sections. 11 2. Any product that is not listed on the Standard Products List is considered a 12 substitution and shall be submitted in accordance with Section 01 25 00. 13 3. The Casing Spacers/Isolators shall be new and the product of a manufacturer 14 regularly engaged in the manufacturing of casing spacers/isolators. 15 B. Design Criteria and Materials 16 1. Carrier pipe shall be installed within the horizontal and vertical tolerances as 17 indicated in PART 3 of this Specification,incorporating all support/insulator 18 dimensions required. Diameter Specification inches Material Reference Water Line 6-12 DIP(Restrained) 33 11 10 DIP(Restrained) 33 11 10 16-20 AWWA C303 (Restrained) 33 11 13 DIP(Restrained) 33 11 10 AWWA C303 (Restrained) 33 11 13 24 and greater AWWA C301 (Restrained) 33 11 15 Sanitary DIP(with Ceramic Epoxy) 33 11 10 Sewer Line 8-16 PVC C900 DR14 33 31 20 DIP(with Ceramic Epoxy) 33 11 10 18 and greater Fiberglass 33 31 13 19 2. Grout of annular space 20 a. For gravity sewer carrier pipe installation: 21 1) Fill all voids between the carrier pipe and the casing or liner with grout. 22 2) All exterior carrier pipe surfaces and all interior casing or liner surfaces 23 shall be in contact with the grout. 24 b. For water line installation: 25 1) No annular space fill will be used. 26 3. Grout Mixes 27 a. Low Density Cellular Grout(LDCC) 28 1) Annular space(between sewer carrier pipe and casing/liner)grout shall be 29 LDCC. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 330524-6 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 6 of 11 1 2) The LDCC shall be portland cement based grout mix with the addition of a 2 foaming agent designed for this application. 3 3) Develop 1 or more grout mixes designed to completely fill the annular 4 space based on the following requirements: 5 a) Provide adequate retardation to completely fill the annular space in 1 6 monolithic pour. 7 b) Provide less than 1 percent shrinkage by volume. 8 c) Compressive Strength 9 (1) Minimum strength of 10 psi in 24 hours,X80150 psi in 28 days 10 d) Design grout mix with the proper density and use proper methods to 11 prevent floatation or damage of the carrier pipe. 12 e) Proportion grout to flow and to completely fill all voids between the 13 carrier pipe and the casing or liner. 14 4. End Seals 15 a. Provide end seals at each end of the casing or liner to contain the grout backfill 16 or to close the casing/liner ends to prevent the inflow of water or soil. 17 1) For water piping less than 24-inch diameter,use hard rubber seals,Model 18 PL Link Seal as manufactured by the Thunderline Corporation or approved 19 equal. 20 2) For water piping 24-inch diameter and greater,use pull-on, 1/8 inch thick, 21 synthetic rubber end seals,Model C, as manufactured by Pipeline Seal and 22 Insulator, Inc. or approved equal. 23 3) For sewer piping,no end seals are required since the annular space between 24 the carrier pipe and the casing will be grouted. 25 b. Design end seals to withstand the anticipated soil or grouting pressure and be 26 watertight to prevent groundwater from entering the casing. 27 5. Casing Spacers/Insulators 28 a. Provide casing spacers/insulators to support the carrier pipe during installation 29 and grouting(where grout is used). 30 1) For concrete pressure pipe,mortar bands may be allowed in lieu of casing 31 spacers/isolators. 32 2) Mortar bands shall be in accordance with Section 33 11 13. 33 b. Casing Spacers/Isolators material and properties: 34 1) Shall be minimum 14 gage 35 2) For water pipe,utilize Stainless Steel. 36 3) For sewer pipe,utilize Coated Steel. 37 4) Suitable for supporting weight of carrier pipe without deformation or 38 collapse during installation 39 c. Provide restrained-style casing spacers to hold all pipes stable during grouting 40 operations and prevent floating or movement. 41 d. Provide dielectric strength sufficient to electrically isolate each component 42 from one another and from the casing. 43 e. Design risers for appropriate loads,and,as a minimum: 44 1) Provide 10 gage steel risers 45 a) Provide stainless steel bands and risers for water installations. 46 f. Band material and criteria 47 1) Provide polyvinyl chloride inner liner with: 48 a) Minimum thickness of 0.09 inches 49 b) Durometer"A"of 85-90 hardness CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 330524-7 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 7 of 11 1 c) Minimum dielectric strength of 58,000 volts 2 g. Runner material and criteria 3 1) Provide pressure-molded glass reinforced polymer or UHMW with: 4 a) Minimum of 2 inches in width and a minimum of 11 inches in length. 5 2) Attach to the band or riser with 3/8 inch minimum welded steel or stainless 6 steel studs. 7 3) Runner studs and nuts shall be recessed well below the wearing surface of 8 the runner 9 a) Fill recess with a corrosion inhibiting filler. 10 h. Riser height i 1 1) Provide sufficient height with attached runner allow a minimum clearance 12 of 2 inches between the outside of carrier pipe bells or couplings and the 13 inside of the casing liner surface. 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL [NOT USED] 16 PART 3- EXECUTION 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION [NOT USED] 20 3.4 INSTALLATION 21 A. General 22 1. Carrier pipe installation shall not begin until the following tasks have been 23 completed: 24 a. All required submittals have been provided,reviewed and accepted. 25 b. All casing/liner joints are watertight and no water is entering casing or liner 26 from any sources. 27 c. All contact grouting is complete. 28 d. Casing/liner aligmnent record drawings have been submitted and accepted by 29 City to document deviations due to casing/liner installation. 30 e. Site safety representative has prepared a code of safe practices and an 31 emergency plan in accordance with applicable requirements. 32 2. The carrier pipe shall be installed within the casings or liners between the limits 33 indicated on the Drawings,to the specified lines and grades and utilizing methods 34 which include due regard for safety of workers,adjacent structures and 35 improvements,utilities and the public. 36 B. Control of Line and Grade 37 1. Install Carrier pipe inside the steel casing within the following tolerances: 38 a. Horizontal 39 1) ±2 inches from design line 40 b. Vertical 41 1) f1 inch from design grade 42 2. Check line and grade set up prior to beginning carrier pipe installation. f, CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 330524-8 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 8 of 1 I 1 3. Perform survey checks of line-and-grade of carrier pipe during installation 2 operations. 3 4. The Contractor is fully responsible for the accuracy of the installation and the 4 correction of it,as required. 5 a. Where the carrier pipe installation does not satisfy the specified tolerances, 6 correct the installation,including if necessary,redesign of the pipe or structures 7 at no additional cost to City. 8 C. Installation of Carrier Pipe 9 1. Pipe Installation 10 a. Remove all loose soil from casing or liner. I 1 b. Grind smooth all rough welds at casing joints. 12 2. Installation of Casing Spacers 13 a. Provide casing spacers,insulators or other approved devices to prevent 14 flotation,movement or damage to the pipe during installation and grout backfill 15 placement. 16 b. Assemble and securely fasten casing spacers to the pipeline to be installed in 17 casings or tunnels. 18 c. Correctly assemble,evenly tighten and prevent damage during tightening of the 19 insulators and pipe insertion. 20 d. Install spacers in accordance with manufacturer's recommendations. 21 e. Install carrier pipe so that there is no metallic contact between the carrier pipe 22 and the casing. 23 £ Carrier pipe shall be installed without sliding or dragging it on the ground or in 24 the casing/liner in a manner that could damage the pipe or coatings. 25 ]) if guide,..,,1S fli .-11.,..,...7 .,i.,ee c „t mortar on both sides „f tl+e 26 fails: 27 g. Coat the casing spacer runners with a non-corrosive/environmentally safe 28 lubricant to minimize friction when installing the carrier pipe. 29 h. The casing spacer shall be electrically isolated from the carrier pipe and from 30 the casing. 31 i. Grade the bottom of the trench adjacent to each end of the casing to provide a 32 firm,uniform and continuous support for the pipe. If the trench requires some 33 backfill to establish the final trench bottom grade,place the backfill material in 34 6-inch lifts and compact each layer. 35 j. After the casing or tunnel liner has been placed,pump dry and maintain dry 36 until the casing spacers and end seals are installed. 37 3. Insulator Spacing 38 a. Maximum distance between spacers is to be 6 feet. 39 b. For 18 and 20 foot long joints, install a minimum of 4 spacers. 40 1) Install 2 spacers within 1 foot on each side of the bell or flange. 41 2) Remaining 2 spacers shall be spaced equally. 42 c. If the casing or pipe is angled or bent,reduce the spacing. 43 d. The end spacer must be within 6 inches of the end of the casing pipe,regardless 44 of size of casing and pipe or type of spacer used. 45 e. Install spacers on PVC pipe at the insertion line to prevent over-insertion of the 46 spigot into the bell. 47 4. After installation of the carrier pipe: 48 a. Mortar inside and outside of the joints,as applicable CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 330524-9 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 9 of I 1 1 b. Verify electrical discontinuity between the water carrier pipe and tunnel liner. 2 1) If continuity exists,remedy the short,by all means necessary including 3 removing and reinstalling the carrier pipe,prior to applying cellular grout. 4 c. If hold down jacks or casing spacers are used,seal or plug the ends of the 5 casing. 6 d. If steel carrier pipe is used,and not welded prior to installation in casing/liner, 7 welding of pipe will only be allowed after grouting of annular space is 8 complete. 9 D. Installation of End Seals 10 1. For Water Pipes 11 a. Grout end of casing/liner a minimum of 6 inches and a maximum of 12 inches. 12 b. Place pull-on synthetic rubber end seals on the pipe and pull over the end of the 13 casing. Securely fasten with stainless steel bands. 14 2. For Sewer Pipes 15 a. Grout annular space between carrier pipe and casing as indicated in this 16 Specification. 17 E. Annular Space Grouting(For Sewer Only) 18 1. Prepare pipe as necessary to prevent the pipe from floating during grouting 19 operation as necessary. 20 2. Mixing of Grout 21 a. Mix material in equipment of sufficient size to provide the desired amount of 22 grout material for each stage in a single operation. 23 1) The equipment shall be capable of mixing the grout at the required densities 24 for the approved procedure and shall be capable of changing the densities 25 as required by field conditions. 26 3. Backfill Annular Space with Grout 27 a. Prior to filling of the annular space,test the carrier pipe in accordance with 28 Section 33 0130. 29 b. Verify the maximum allowable pressure with the carrier pipe manufacturer and 30 do not exceed this pressure. 31 c. After the installation of the carrier pipe,the remaining space(all voids)between 32 the casing/liner and the carrier shall be filled with LDCC grout. 33 1) All surfaces of the exterior carrier pipe wall and casing/liner interior shall 34 be in contact with the grout. 35 2) Grout shall be pumped through a pipe or hose. 36 3) Use grout pipes, or other appropriate materials,to avoid damage to carrier 37 pipe during grouting. 38 4. Injection of LDCC Grout 39 a. Grout injection pressure shall not exceed the carrier pipe manufacturer's 40 approved recommendations or 5 psi(whichever is lower). 41 b. Pumping equipment shall be of a size sufficient to inject grout at a volume, 42 velocity and pressure compatible with the size/volume of the annular space. 43 c. Once grouting operations begin,grouting shall proceed uninterrupted, unless 44 grouting procedures require multiple stages. 45 d. Grout placements shall not be terminated until the estimated annular volume of 46 grout has been injected. 47 5. Block the carrier pipe during grouting to prevent flotation during grout installation. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 33 05 24-10 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 10 of I 1 1 6. Protect and preserve the interior surfaces of the casing from damage. 2 3.5 REPAIR/RESTORATION[NOT USED] 3 3.6 RE-INSTALLATION [NOT USED] 4 3.7 FIELD[OR] SITE QUALITY CONTROL 5 A. Reports and Records required for casinlz pipe installations greater than 24-inches 6 and lon1jer than 250 feet 7 1. Maintain and submit daily logs of grouting operations. 8 a. Include: 9 1) Grouting locations 10 2) Pressures 11 3) Volumes 12 4) Grout mix pumped 13 5) Time of pumping 14 2. Note any problems or unusual observations on logs. 15 B. Grout Strength Tests 16 1. City will perform testing for 24-hour and 28-day compressive strength tests for the 17 cylinder molds or grout cubes obtained during grouting operations. 18 2. City will perform field sampling during annular space grouting. 19 a. City will collect at least 1 set of 4 cylinder molds or grout cubes for each 100 20 cubic yards of grout injected but not less than 1 set for each grouting shift. 21 b. City will perform 24-hour and 28-day compressive strength tests per ASTM 22 C39(cylindrical specimens)or ASTM C109(cube specimens). 23 c. Remaining samples shall be tested as directed by City. 24 C. Safety 25 1. The Contractor is responsible for safety on the job site. 26 a. Perform all Work in accordance with the current applicable regulations of the 27 Federal, State and local agencies. 28 b. In the event of conflict,comply with the more restrictive applicable 29 requirement. 30 2. No gasoline powered equipment shall be permitted in jacking shafts and receiving 31 shafts/pits. 32 a. Diesel, electrical, hydraulic and air powered equipment is acceptable,subject to 33 applicable local, State and Federal regulations. 34 3. Methods of construction shall be such as to ensure the safety of the Work, 35 Contractor's and other employees on site and the public. 36 4. Furnish and operate a temporary ventilation system in accordance with applicable 37 safety requirements when personnel are underground. 38 a. Perform all required air and gas monitoring. 39 b. Ventilation system shall provide a sufficient supply of fresh air and maintain an 40 atmosphere free of toxic or flammable gasses in all underground work areas. 41 5. Perform all Work in accordance with all current applicable regulations and safety 42 requirements of the federal,state and local agencies. 43 a. Comply with all applicable provisions of OSHA 29 CFR Part 1926,Subpart S, 44 Underground Construction and Subpart P,Excavations. CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 33 05 24-1 1 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 11 of 11 1 b. In the event of conflict,comply with the more stringent requirements. 2 6. If personnel will enter the pipe during construction,the Contractor shall develop an 3 emergency response plan for rescuing personnel trapped underground in a shaft 4 excavation or pipe. 5 a. Keep on-site all equipment required for emergency response in accordance with 6 the agency having jurisdiction 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 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 2.2.B.1—Modified minimum water line diameter from 8-inches to 6-inches Added Blue Text for clarification 1.LC—Added Concrete Pressure Pipe Specification reference. 6/19/2013 D.Johnson 2.2.B.5—Added provisions for mortar bands on concrete pressure pipe. 3A.C.3—Revised language related to spacing of casing spacers to correspond to the City's Standard Detail. 16 CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised June 19,2013 City Project No.00969 33 05 27 OPEN-SHIELD PIPEJACKING Page I of 14 1 SECTION 33 05 27 2 OPEN-SHIELD PIPEJACKING 3 PART1 GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Minimum requirements for the installation of casing pipe using open-shield pipejacking. 7 Open-shield pipejacking may be used to install steel casing pipe at the locations shown 8 on the Drawings. Jacking pipe shall be provided in accordance with 33 05 22—Steel 9 Casing Pipe. 10 B. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms,and Conditions of the Contract 12 2. Division 1—General Requirements 13 3. 33 05 22—Steel Casing Pipe 14 4. 33 05 24—Installation of Carrier Pipe in Casing 15 5. 33 05 41—Shaft Excavation and Support 16 6. 33 05 42—Water Control for Shafts and Tunnels 17 7. 33 05 43—Portal Stabilization 18 8. 33 05 44—Settlement Monitoring 19 9. 33 05 45—Contact Grouting 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement 23 a. This Item is considered subsidiary to steel casing pipe construction. 24 2. Payment 25 a. The work performed and materials furnished in accordance with this Item are 26 subsidiary to the unit price bid per linear foot of By Other Than Open Cut to be 27 complete in place,and no other compensation will be allowed. 28 1.3 REFERENCES 29 A. Definitions: 30 1. Open-Shield Pipejacking: For the purposes of this Specification, open-shield 31 pipejacking is defined as a technique for installing pipe from a jacking shaft to a 32 receiving shaft,using hydraulic jacks. Soil excavation is carried out within a shield in 33 front of the lead pipe segment using hand-mining,or mechanical methods such as a 34 digger-boom. The open shield allows access to the excavation face from inside the 35 bore. The shield is steerable using hydraulic or mechanical jacks to orient an articulated 36 section of the shield,and guidance is provided using a laser,gyroscope,or theodolite 37 system,supplemented with a water level if necessary. 38 2. Jacking Pipe: The pipe jacked behind the shield. The jacking pipe shall be 39 specifically designed to be installed by pipejacking. 40 3. Intermediate Jacking Station(IJS): A fabricated steel cylinder fitted with hydraulic 41 jacks spaced around the circumference,which is incorporated into the pipeline 42 between two specially fabricated pipe sections. The function of an IJS is to distribute CITY OF FORT WORTH TRY—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 27 OPEN-SHIELD PIPEJACKING Page 2 of 14 1 the jacking load along the pipe string during pipe installation. The hydraulic jacks are 2 removed at the completion of a drive and the gap between adjacent pipe sections is 3 fully closed by pushing the pipes together with the main shaft jacks or another IJS. 4 The steel cylinder remains as an extended sleeve or coupling. The steel cylinder must 5 be protected from corrosion,consistent with corrosion protection used for the jacking 6 pipe and joints. 7 4. Launch/Retrieval Seal or Entry/Exit Seal: A mechanical seal usually comprised of 8 one or more rubber flanges attached to a steel housing that is mounted to the wall of 9 the jacking/receiving shaft. The shield or jacking pipe distends the flange seal as it 10 passes through, reducing water, lubrication, and soil/rock inflows into the shaft during 11 pipejacking operations. 12 5. Lubrication/Grout Port: A port located within the shield or in a jacking pipe segment, 13 fitted with a one-way valve,for injection of lubrication material or grout into the 14 annular space between the pipe and the ground. Lubrication ports within the pipe 15 should be threaded to accept lubrication/grout fittings.Pipe plugs are inserted after 16 grouting is completed. 17 6. Obstruction: Objects located wholly or partially within the cross-sectional area 18 excavated by the shield,that prevent the forward movement of the shield and pipe 19 string. 20 B. Reference Standards: 21 1. Reference standards cited in this Specification refer to the current reference standard 22 published at the time of the latest revision date logged at the end of this Specification, 23 unless a date is specifically cited. 24 2. Occupational Safety and Health Administration(OSHA) 25 a. OSHA Regulations and Standards for Underground Construction,29 CFR Part 26 1926 Subpart P—Excavations, and Subpart S—Underground Construction. 27 C. Reference Documents: 28 L "Geotechnical Engineering Report—TRV Channel Segment Utility Relocations, Part 29 04 Segment B,Fort Worth,Texas", G&AI Project No. 13-0466,November 21,2014. 30 1.4 ADMINISTRATIVE REQUIREMENTS 31 A. The Contractor shall provide written notice to the City at least 72 hours in advance of the 32 planned launch of the pipejacking shield. 33 B. All work by the Contractor shall be done in the presence of the City unless the City grants 34 prior written approval to perform such work in City's absence. 35 1.5 SUBMITTALS 36 A. Submittals shall be made in accordance with Section 01 33 00. 37 B. All submittals shall be approved by the City prior to construction. 38 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 39 A. Qualifications: 40 1. Submit the names of the project superintendent,machine operator(s),site safety 41 representative, and surveyor. 42 2. Submit personnel qualifications in accordance with Paragraphs 1.9 B and C. 43 3. Provide qualifications and training records for site safety representative,personnel 44 responsible for air quality monitoring,and licensed surveyor. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 27 OPEN-SHIELD PIPEJACKING Page 3 of 14 1 B. Shop Drawings: 2 1. Pipejacking Equipment: Submit the following describing the pipejacking equipment 3 and construction methods: 4 a. A detailed description of the methods and equipment to be used in completing 5 each pipejacking drive. 6 b. The excavation diameter based upon the outermost dimensions of the shield. 7 Also provide the radial overcut,which shall be determined as the difference 8 between the maximum excavation diameter and the outer diameter of the 9 jacking pipe,divided by two. 10 C. Manufacturer's literature describing the pipejacking system including the shield 11 and all ancillary equipment. Provide descriptions of projects on which this 12 system has been successfully used including names, current addresses,and 13 telephone numbers of owner's representatives for these projects as well as 14 length, diameter,ground conditions, and pipe material used. 15 d. Detailed information, including drawings,of the provisions for excavating the 16 ground conditions,as described in the Geotechnical Engineering Report. 17 C. A description of the alignment control system. 18 1) Provide manufacturer's literature and drawings,showing setup and 19 support provisions,and other details for the laser,gyroscope,water level, 20 and/or theodolite system. Confirm that these systems can achieve the 21 required line and grade within the specified tolerances. 22 2) Submit a description of surveying methods to set guidance system 23 positions and a description of procedures to check and reset or realign 24 guidance system during construction, including how the alignment system 25 will be mounted so as not to be affected by jacking operations. 26 3) Submit a description of methods to ensure that thrust block,entry seal,and 27 jacking frame are installed on proper line and grade. 28 4) Submit results of line and grade survey to ensure that the thrust block, 29 jacking frame,and launch and retrieval seals are installed properly, prior 30 to launch. 31 f. Capacity,number,and arrangement of main jacks. Provide details of: 32 1) Thrust block 33 2) Jacking frame and thrust ring 34 3) Jacking controls and pressure gages 35 4) Jacking calibration data(hydraulic pressure vs.jacking force relationship 36 for each stage of the jacks). 37 g. Details of pipe lubrication injection system and pipe lubricants to be used during 38 pipejacking, including: 39 1) Manufacturer's literature and MSDS sheets. 40 2) A description of proposed lubrication procedures during jacking, including 41 estimated volumes of lubricant that will be pumped. 42 3) Confirm that sufficient volume of lubricant will be pumped at all times to 43 completely fill the annular space outside the jacking pipe. 44 h. Detailed description of equipment and procedures for spoil removal, 45 containment,transport,and off-site disposal. Provide written documentation 46 from the disposal site(s)indicating that they will accept the spoil and are in 47 compliance with applicable regulations. 48 i. Drawings and design details for intermediate jacking stations(where used), 49 indicating: 50 1) Number required CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 27 OPEN-SHIELD PIPEJAC KING Page 4 of 14 1 2) Shell materials 2 3) Proposed spacing 3 4) Criteria for installing 4 5) Method of operation 5 j. Ventilation and air quality monitoring system, including monitors for shield or 6 TBM deactivation and alarm activation. 7 2. Work Area Drawings: 8 a. The Contractor shall submit shaft layout drawings detailing dimensions and 9 locations of all equipment, including: overall work area boundaries,crane,front- 10 end loader,forklift,spoil stockpiles, spoil hauling equipment,jacking frame, 11 pumps,generator, lubrication plant,pipe storage area,tool trailer or containers, 12 fences,and staging areas. 13 b. Shaft layout drawings will be required for jacking and receiving shaft locations 14 and shall be to scale,or show correct dimensions. 15 C. The Contractor's layout drawings shall show that all equipment and operations 16 shall be completely contained within the allowable work areas shown on the 17 Drawings. 18 3. Calculations: 19 a. Calculations shall be consistent with information provided in the Geotechnical 20 Engineering Report. Calculations shall be prepared,sealed and signed by a Civil 21 or Structural engineer licensed in the State of Texas. 22 1) Provide an estimate of the maximum jacking force expected to complete 23 each drive,accounting for both face pressures and frictional resistance 24 along the pipe string. 25 2) Calculations demonstrating that the soil behind the thrust block can 26 transfer the maximum planned jacking forces exerted by the main jacks to 27 the ground during pipe installation with an acceptable factor of safety of at 28 least 1.5,without excessive deflection or displacement. 29 4. Schedule: 30 a. Provide a schedule for all pipejacking work, identifying all major construction 31 activities as independent items. The schedule shall include,at a minimum,the 32 following activities: mobilization,water control,shaft excavation and support, 33 working slab construction,thrust wall construction,jacking equipment setup, 34 portal stabilization and testing, entry/exit seal installation for launch/retrieval of 35 shield,pipejacking,retrieval of the shield,contact grouting,installation of carrier 36 pipe,shaft backfill,site restoration,cleanup,and demobilization. 37 b. The schedule shall also include the planned work hours and workdays for each 38 activity,and a written description of the construction activities. 39 C. The schedule will be reviewed by the City and shall be updated and resubmitted 40 by the Contractor every week or more frequently if requested by the City. 41 C. Daily Records: The following daily records shall be submitted to the onsite City 42 representative for review,by noon on the day following the shift for which the data or 43 records were taken: 44 1. Jacking Records: The Contractor shall provide complete written jacking records to the 45 City. These records shall include, at a minimum: date,time,name of operator,tunnel 46 drive identification, installed pipe number and corresponding tunnel length,time 47 required to jack each pipe and time required to set subsequent pipe, spoil volumes 48 (muck carts per pipe joint,and estimated volume per cart),soil conditions including 49 occurrences of unstable soils and estimated groundwater inflow rates if any,jacking CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 27 OPEN-SHIELD PIPEJACKING Page 5 of 14 1 forces,steering jack positions,line and grade offsets and any movement of the 2 guidance system,shield roll,intermediate jacking station use and jacking forces, 3 volume and location of lubricant pumped,and problems encountered with the 4 pipejacking shield or other components or equipment,and durations and reasons for 5 delays. 6 2. Manually recorded observations shall be made at intervals of not less than two times 7 per pipe,as conditions change,and as directed by the City. 8 3. At least fourteen(14)days prior to the launch of the shield,the Contractor shall 9 submit samples of the jacking logs or records to be used. 10 D. Contingency Plans:The following list includes problem scenarios that may be encountered 11 during the pipejacking operations. The Contractor shall submit contingency plans for 12 dealing with each problem scenario while satisfying the Specifications. These plans shall 13 include the observations and measurements required to clearly identify the cause of the 14 problems. 15 1. Shield unable to advance: 16 a. Possible obstructions(including old foundations,metallic debris,or reinforced 17 concrete) 18 b. Insufficient jacking capacity 19 C. Shield malfunction 20 2. Spoil removal problems: 21 a. Spoils becoming clogged on conveyor/auger system 22 3. Strong hydrocarbon smell is detected in the shield or in the shaft 23 4. Guidance System distorted by heat,humidity,or physical disturbance 24 5. Jacking forces: 25 a. Jacking forces increase dramatically or suddenly 26 b. Jacking forces reach design capacity of pipe,jacking frame,or thrust wall(treat 27 these scenarios as separate incidents) 28 6. Settlement and Subsidence: 29 a. Survey measurements indicate deformations exceed allowable limits 30 b. Excavated volumes significantly exceed pipe volume installed 31 C. Voids are encountered or created by overexcavation that may not be detectable 32 by survey measurements 33 7. Steering difficulties result in line and grade tolerances being exceeded 34 8. Pipe has been damaged or has been found to be out of compliance with specifications: 35 a. Before installation 36 b. During,or after installation 37 9. Thrust block deforms excessively under jacking loads,or provides insufficient 38 capacity to advance pipe 39 10. Severe storms or flooding predicted;shaft flooding possible 40 E. Safety Plan: 41 1. Submit a Safety Plan for the pipejacking operations including: 42 a. Air monitoring equipment 43 b. Procedures and provisions for lighting,ventilation,and electrical system 44 safeguards. 45 C. Provide name of site safety representative responsible for implementing safety 46 program f CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 27 OPEN-SHIELD PIPEJACKING Page 6 of 14 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE 4 A. Failure to meet the qualification requirements is failure to fulfill the Contract and the 5 Contractor will be required to obtain a subcontractor that meets the qualification 6 requirements. 7 B. The project superintendent shall have at least five(5)years of experience supervising open- 8 shield pipejacking construction. The Contractor shall submit details of referenced projects 9 including owner's name and contact information, project superintendent,and machine 10 operators. 11 C. The open-shield pipejacking operator(s)shall have technical training in the operation of the 12 proposed open-shield pipejacking equipment and shall have completed,as a primary 13 operator,at least five(5)similar open-shield pipejacking projects with at least 250 feet of 14 pipejacking on each project. At least one project shall have been completed in partial of 15 full-face rock conditions. The Contractor shall submit details of referenced projects 16 including owner's name and contact information,project superintendent,and machine 17 operators. 18 D. The site safety representative and personnel responsible for air quality monitoring shall be 19 experienced in tunnel construction. 20 E. The surveyor responsible for line-and-grade control shall be a Licensed Surveyor licensed 21 in the State of Texas who has prior experience on trenchless projects. 22 F. The Contractor shall immediately notify the City,in writing,when any problems are 23 encountered with equipment or materials,or if the Contractor believes the conditions 24 encountered are materially and significantly different from those represented within the 25 Contract Documents. 26 G. The Contractor shall allow access to the City and shall furnish necessary assistance and 27 cooperation to aid the City in observations,measurements,data, and sample collection, 28 including,but not limited to the following: 29 1. The City shall have access to the pipejacking shield and jacking system hydraulic 30 pressure gauges prior to,during,and following all pipejacking operations. 31 Additionally,the Contractor shall allow the City reasonable access to the pipejacking 32 shield for inspection of the excavation face. 33 2. The City shall have access to the jacking and reception shafts prior to,during, and 34 following all jacking operations. The Contractor shall provide safe access in 35 accordance with all safety regulations. This shall include, but not be limited to: 36 a. Visual inspection of installed pipes 37 b. Launch and retrieval seals 38 C. Verification of line and grade. 39 3. The City shall have access to spoils removed from the tunnel excavation prior to, 40 during, and following all pipejacking operations. The City shall be allowed to collect 41 soil samples from the muck buckets or spoil piles a minimum of once per installed 42 pipe section,or every ten(10)feet,whichever is more often, and at any time when 43 changes in soil conditions or obstructions are apparent or suspected. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 27 OPEN-SHIELD PIPEJACKING Page 7 of 14 1 4. The City shall have access to the bentonite lubrication plant prior to,during,and 2 following all jacking operations. This shall include,but not be limited to,access to 3 visually inspect: 4 a. Storage and mixing tanks 5 b. Lubricant pressures and pumping rates 6 C. Amount and type of lubricants on site. 7 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 11 PART 2- PRODUCTS 12 2.1 CITY-FURNISHED [OR] CITY-SUPPLIED PRODUCTS [NOT USED] 13 2.2 MATERIALS 14 A. Steel Casing Pipe: Steel casing pipe used as jacking pipe shall conform to 33 05 22—Steel 15 Casing Pipe. 16 B. Design Criteria: 17 1. Pipejacking Equipment: 18 a. The open-faced pipejacking shield shall be designed to support all ground loads 19 which may be imposed upon it as well as any surcharge loads and loads imposed 20 by the thrust jacks,steering mechanisms,and other appurtenances. 21 b. The shield shall be continuous around its full perimeter and shall have suitable 22 breast tables,sand shelves,breast jacks,closeable flood doors,or other such 23 provisions as necessary to support the excavation face and prevent loss of ground. 24 C. The shield shall be capable of fully supporting the excavation face at all times, 25 including periods of shutdown or running/flowing ground conditions. 26 d. The pipejacking shield,including the weight,dimensions, steering capabilities, 27 excavation capabilities, and other characteristics,shall be suitable for,and 28 capable of,efficiently advancing through the conditions indicated in the 29 Geotechnical Engineering Report. The pipejacking shield and excavation 30 methods shall be capable of efficiently excavating within soil and partial-face 31 rock with unconfined compressive strengths up to 6,000 psi. 32 e. The pipeiackina shield shall include the capability to efficiently excavate 33 competent solid rock from the lower half of the excavation face,as may be 34 encountered along the bore. A rotary TBMis not considered appropriate for 35 these potential ground conditions and is therefore not allowed for this project. 36 f. The shield shall be steerable in both the vertical and horizontal directions to 37 allow the operator to maintain line and grade within the specified tolerances 38 listed in Paragraph 3.4 C 7. 39 g. The shield shall be laser,theodolite,or gyroscope guided, and monitored 40 continuously by the operator. 41 h. The guidance system shall be designed to function at the maximum required 42 drive length without loss of accuracy or reliability of function. 43 i. The shield shall have gaskets to prevent material from moving into the tunnel 44 through the articulation joint,and the joint between the tail skin and the pipe. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 27 OPEN-SHIELD PIPEJACKING Page 8 of 14 1 j. The maximum radial overcut for each crossing has been determined based on 2 considerations for potential settlement above the tunnel,drive length,pipe 3 diameter,and ground conditions. The maximum radial overcut shall be one 4 (1.0)inch. The minimum radial overcut shall be one-half(0.5)of one inch. The 5 radial overcut shall be determined as the difference between the maximum 6 diameter created by the cutting teeth or overcut band on the shield(whichever is 7 greater)and the outer diameter of the pipeline,divided by two. 8 k. The jacking system shall be capable of continuously monitoring the jacking 9 pressure,the rate of advancement,and the distance jacked. The jacking system 10 shall develop a uniform distribution of j acking forces on the end of the pipe. 11 1. A lubrication injection system shall be provided to inject pipe lubricant around 12 the shield and jacking pipe to decrease frictional resistance. 13 1) Lubrication materials may include a mixture of bentonite and/or polymers 14 and water. 15 2) Lubrication ports shall be provided in the shield and jacking pipe to allow 16 for lubrication along the pipe string at intervals not more than ten(10) 17 feet. 18 m. The spoil conveyance system shall be designed for the full range of ground 19 conditions indicated in the Geotechnical Engineering Report. 20 2. A thrust block shall be used to transfer jacking loads to the ground behind the jacking 21 shaft. 22 a. The thrust block face shall be constructed perpendicular to the proposed pipe 23 alignment. 24 b. The thrust block shall be designed to withstand the maximum jacking forces 25 developed by the main jacks,without excessive deflection or displacement. 26 C. Forces applied to the ground shall not exceed the allowable passive earth 27 pressure,with a minimum factor of safety of 1.5. 28 3. Pipe design for jacking loads and acceptable fabrication tolerances is the 29 responsibility of the Contractor. Maximum jacking loads applied to the jacking pipe 30 shall not exceed 50%of the ultimate compressive strength of the pipe material, or the 31 maximum allowable strength of the pipe as established by the manufacturer, 32 whichever is lower. 33 4. Intermediate Jacking Stations: 34 a. Shall be fully gasketed between the interjack shell and each interjack pipe, with 35 two(2)gaskets installed on each jacking pipe. 36 b. The interjack shell shall be protected from corrosion in the same manner as the 37 jacking pipe joints. 38 C. The Contractor shall determine the need for and required spacing of 39 intermediate jacking stations, based on the geotechnical conditions indicated in 40 the Geotechnical Engineering Report,estimated jacking forces,and jacking load 41 capacity of the pipe,jacking frame, and thrust block proposed by the Contractor. 42 d. An IJS shall be installed and used if anticipated or actual jacking forces exceed 43 70%of the allowable design capacity of the jacking pipe,jacking frame,thrust 44 block,or thrust capacity of the main jacks, whichever is lowest. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 27 OPEN-SHIELD PIPEJACKING Page 9 of 14 1 PART 3- EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION 5 1. Pipejacking shall not begin until the following tasks have been completed: 6 a. All required submittals have been provided,reviewed,and accepted. 7 b. Jacking and receiving shaft excavations and support systems have been 8 completed in accordance with accepted submittals and the requirements of 33 05 9 41 —Shaft Excavation and Support. 10 C. The Contractor has stabilized the ground at all entry and exit locations as 11 necessary to stabilize any weak,raveling, running,or flowing ground. 12 d. The Contractor has confirmed that the ground has been stabilized to the extent 13 that it will remain stable without movement of soil/rock or water while the 14 entry/exit location shoring is removed,while the shield is being launched or 15 received into a shaft,or during jacking operations. The progressive steps 16 identified in 33 05 43—Portal Stabilization shall be used to confirm suitable 17 stabilization for all entry/exit locations. 18 e. For trenchless shaft penetrations,provide watertight gasketed seals and portal 19 stabilization at all locations. 20 f. The location,orientation,and grade of the jacking frame or guide rails and 21 entry/exit seals have been surveyed to ensure they are on the proper line and 22 grade and to verify that they are properly supported. 23 g. Guide rails or jacking frame shall be securely attached to the concrete working 24 slab,with supplementary braces,concrete,or grout if necessary,to prevent 25 movement or shifting during the work. 26 h. A start-up inspection of all mechanical and hydraulic systems associated with 27 the pipejacking operations has been completed. 28 1) The system shall be tested to ensure that the pipejacking shield and 29 supporting equipment is functioning properly. 30 2) The City shall be notified at least 72 hours prior to the start-up inspection 31 and a site inspector representing the City shall be present during the start- 32 up inspection. 33 3) Key shield performance data shall be measured and recorded by the 34 Contractor during this inspection,including correct functioning of main 35 and steering jacks, laser,and other components. 36 4) The records of the start-up inspection shall be submitted to the City within 37 24 hours of the completed inspection. 38 i. Site safety representative has prepared a code of safe practices and an 39 emergency plan in accordance with OSHA and other applicable requirements. 40 Provide the City with a copy of each prior to starting pipejacking. 41 j. Hold safety meetings and provide safety instruction for new employees as 42 required by OSHA. 43 k. All specified settlement monitoring instrumentation has been installed, 44 approved,and baselined in accordance with 33 05 44—Settlement Monitoring. 45 3.4 INSTALLATION 46 A. General: J, CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 27 OPEN-SHIELD PIPEJACKING Page 10 of 14 1 1. The Contractor shall furnish all necessary equipment,power,fuel,water, and utilities 2 for pipejacking,pipe lubricant mixing and pumping,spoil removal and disposal, 3 grouting,and other associated work required for the Contractor's methods of 4 construction. 5 2. The Contractor shall properly manage and dispose of groundwater,surface water,and 6 construction water inflows to the shafts and/or tunnels in accordance with the 7 requirements of 33 05 42—Water Control for Shafts and Tunnels. 8 3. Conduct all operations such that trucks and other vehicles do not interfere with traffic 9 or create a mud,dust,or noise nuisance in the streets and to adjacent properties. 10 Promptly clean up,remove, and dispose of mud or spoil spillage. 11 4. All work shall be done so as not to disturb roadways,railroads,waterways, adjacent 12 structures, landscaped areas, or existing utilities. Any damage shall be immediately 13 repaired to original or better condition. 14 5. Whenever there is a condition that is likely to endanger the stability of the excavation 15 or adjacent structures,the Contractor shall operate with a full crew 24 hours a day, 16 including weekends and holidays,without interruption,until those conditions no 17 longer jeopardize the stability of the work. 18 6. Existing Utilities: 19 a. The Contractor shall notify the Texas One Call system(800-245-4545)to 20 request marking of utilities by utility owners/operators that subscribe to One 21 Call,and shall individually notify all other known or suspected utilities to 22 request marking of these utilities. 23 b. The Contractor shall confirm that all requested locates are made prior to 24 commencing tunneling operations. 25 C. The Contractor shall visually confirm and stake all existing lines,cables,or 26 other underground facilities including exposing all crossing utilities and utilities 27 within ten(10)feet laterally of the designed bore. 28 d. The Contractor shall control drilling and grouting practices to prevent damage to 29 existing utilities 30 B. Pipejacking: 31 1. Provide a suitable jacking frame and thrust block to carry out the work. 32 2. Provide intermediate jacking stations as necessary to complete the pipejacking drives 33 indicated on the Drawings. Intermediate jacking stations shall be installed and used if 34 the total jacking force during a drive exceeds 70%of the capacity of the following: 35 the main jacks,the maximum allowable jacking force on the pipe, or the maximum 36 allowable jacking force on the thrust block, whichever is less. 37 3. IJS's shall be installed and operated in accordance with approved submittals. 38 4. Transport the jacking pipe from storage to jacking shaft without damage. Transport 39 methods shall be acceptable to pipe manufacturer. 40 5. Damaged jacking pipe shall not be used in the work, unless permitted in writing by 41 the City. 42 6. Set the pipe to be jacked on properly braced and supported guide rails or jacking 43 frame. 44 7. The axial forces from the thrust jacks shall be distributed to the jacking pipe 45 uniformly through a properly designed thrust ring and cushion material to prevent 46 damage to the ends of the pipe. Jacking forces applied to the pipe shall not exceed the 47 specified allowable compressive stresses. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 27 OPEN-SHIELD PIPEJACKING Page 1 1 of 14 1 8. Jacking pipe sections shall be jacked into position following the design line and grade 2 without damaging the pipe. In the event a section of pipe is damaged during the 3 jacking operation,the Contractor,with written approval from the City,shall make 4 temporary repairs to the pipe and shall jack the pipe through to the next shaft for 5 removal. 6 9. Excavated Material: 7 a. The pipejacking shield shall be operated to restrict the excavation of the 8 materials to a volume equal to the shield and pipe jacked,to prevent loss of 9 ground,and settlement or possible damage to overlying structures. 10 b. The Contractor shall monitor excavated spoil volume. If excavated spoil 11 volume exceeds the theoretical volume of the shield and pipe being installed,the 12 Contractor shall notify the City and promptly modify excavation and face 13 support procedures to prevent further overexcavation. 14 10. Pipejacking operations shall control surface settlement and heave above the pipeline 15 to prevent damage to existing utilities,facilities,and improvements. In no case shall 16 ground movements(settlement/heave)exceed the values specified in 33 05 44— 17 Settlement Monitoring,and ground movements shall not cause damage to adjacent 18 structures,roadways,or utilities. The Contractor shall repair any damage resulting 19 from construction activities,at no additional cost to City and without extension of 20 schedule for completion. The Contractor shall modify equipment and procedures as 21 required to avoid recurrence of excessive settlements or damage. 22 11. Pipe Lubrication: 23 a. Inject pipe lubricants through injection ports at the rear of the pipejacking shield 24 and ports in the jacking pipe to minimize pipe friction. 25 b. Pipe lubricants shall be injected continuously as the pipe is advanced. 26 C. The volume injected shall not be less than that required to fill the annular void 27 space outside the pipe. Inject greater volumes as required to minimize jacking 28 forces. 29 12. Completely contain,transport,and dispose of all excavated materials away from the 30 construction site. Use only the disposal sites identified in approved submittals for 31 spoil disposal. 32 13. The Contractor shall perform contact grouting for shaft construction and pipejacking 33 as specified in 33 05 45—Contact Grouting. 34 C. Control of Line and Grade: 35 1. The Contractor will establish the survey control points indicated on the Drawings, at 36 ground surface. The Contractor shall verify these control points by survey prior to the 37 start of construction,and shall confirm positions or report any errors or discrepancies 38 in writing to the City. 39 2. After confirming that all established survey control points provided for the 40 Contractor's use are accurate,the Contractor shall use these control points to furnish 41 and maintain all reference lines and grades for pipejacking. 42 3. The Contractor shall use these lines and grades to establish the exact location of the 43 jacking pipe using a laser,gyroscope,or theodolite guidance system supplemented 44 with a water level, as necessary. 45 4. Submit to the City copies of field notes used to establish all lines and grades and 46 Contractor shall check guidance system setup prior to beginning each pipejacking 47 drive. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 27 OPEN-SHIELD PIPEJACKING Page 12 of 14 1 5. Contractor shall perform survey checks of the guidance system on a daily basis during 2 pipejacking operations. 3 6. The Contractor is fully responsible for the accuracy of the work and the correction of 4 it,as required. 5 7. The Contractor shall install the jacking pipe in accordance with the following 6 tolerances: 7 a. Variations from design line(Horizontal):+/-two(2) inch maximum. 8 b. Variations from design grade(Vertical): +/-two(2) inch maximum. 9 8. The shield shall be steered to maintain line and grade within the tolerances specified. 10 This shall be achieved by continuously monitoring and adjusting line,grade,roll,and 11 steering attitude during the operation. 12 9. If the installation is off of design line or grade, make the necessary corrections, and 13 return to the design alignment and grade at a rate of not more than one(1)inch per 14 twenty-five(25)feet. 15 10. Guidance System: 16 a. The guidance system shall be mounted independently from the thrust block and 17 jacking frame and independent of shaft shoring system to maintain alignment if 18 there is movement of equipment during jacking. 19 b. Stop pipejacking operations and reset guidance system if its alignment shifts or 20 is moved off design alignment and grade for any reason. 21 C. Check guidance system setup at least once per shift. Guidance system shall only 22 be reset by experienced,competent surveying personnel in accordance with 23 acceptable procedures. 24 11. Monitor line and grade continuously during pipejacking operations. Record deviation 25 with respect to design line and grade at least once at each pipe joint and submit 26 records to City daily. 27 12. If the pipe installation does not meet the specified tolerance,the Contractor shall 28 correct the installation including any necessary redesign of the pipeline or structures 29 and acquisition of necessary easements. All corrective work shall be performed by 30 the Contractor at no additional cost to the City and without schedule extension,and is 31 subject to the written approval of the City. 32 D. Obstructions: 33 1. If the pipejacking operations should encounter an object or condition that impedes the 34 forward progress of the shield,the Contractor shall notify the City immediately. The 35 Contractor shall correct the condition,and remove,clear,or otherwise make it 36 possible for the pipejacking shield and jacked pipe to advance past any objects or 37 obstructions that impede forward progress of the shield. The Contractor shall proceed 38 with removal of the object or obstruction by methods submitted by the Contractor and 39 accepted by the City. The Contractor will receive compensation for removal of 40 obstructions,which cannot be broken up by the cutting tools with diligent effort, and 41 that are located partially or wholly within the cross-sectional area of the bore. 42 Payment will be negotiated with the Contractor by the City on a case-by-case basis. 43 The City shall be provided an opportunity to view obstruction prior to removal. Any 44 removal process that does not allow direct inspection of the nature and position of the 45 obstruction will not be considered for payment. The Contractor will receive no 46 additional compensation for removing,clearing,or otherwise making it possible for 47 the pipejacking shield to advance past objects consisting of cobbles,boulders,wood, 48 reinforced concrete, and other nonmetallic objects or debris with maximum lateral CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 27 OPEN-SHIELD PIPEJACKING Page 13 of 14 1 dimensions less than forty percent(40%)of the outer diameter of the shield or 2 cutterhead,whichever is larger. Additionally,no rock with unconfined compressive 3 strength less than 6,000 psi will be considered an obstruction. 4 3.5 CLEANUP AND RESTORATION 5 A. Cleanup: 6 1. After completion of pipejacking, all construction debris,spoils, oil,grease,and other 7 materials shall be removed from the jacking pipe,jacking and receiving shafts,and all 8 Contractor and project work areas. 9 B. Restoration: 10 1. Restoration shall follow construction as the work progresses,and shall be completed as 11 soon as possible. Restore and repair any damage resulting from surface settlement 12 caused by shaft excavation,or pipejacking. Any property damaged or destroyed,shall 13 be restored to a condition equal to or better than existing prior to construction. 14 Restoration shall be completed no later than thirty(30)days after the pipejacking is 15 complete. This provision for restoration shall include all property affected by the 16 construction operations 17 3.6 RE-INSTALLATION [NOT USED] 18 3.7 SITE QUALITY CONTROL 19 A. Safety: 20 1. The Contractor is responsible for safety on the job site. 21 2. Methods of construction shall be such as to ensure the safety of the work, Contractor's 22 and other employees on site,and the public. 23 3. Perform all work in accordance with all current applicable regulations and safety 24 requirements of Federal,State,and local agencies. Comply with all applicable 25 provisions of 29 CFR Part 1926, Subpart S—Underground Construction and Subpart 26 P—Excavations,by OSHA. In the event of conflict, comply with the more stringent 27 requirements. 28 4. When personnel are underground,furnish and operate a temporary ventilation system, 29 and air monitoring system conforming to the requirements of and OSHA. Operate and 30 maintain a ventilation system that provides a sufficient supply of fresh air and maintains 31 an atmosphere free of toxic or flammable gasses in all underground work areas. 32 5. All work shall conform to the requirements of and OSHA. Gas testing shall be 33 performed by a certified gas tester in accordance with OSHA requirements. 34 6. No gasoline-powered equipment shall be permitted in jacking and receiving shafts. 35 Diesel, electrical,hydraulic,and air powered equipment is acceptable,subject to 36 applicable local, State, and Federal regulations. 37 7. Contractor shall obtain necessary tunneling permits it needs for its work CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 27 OPEN-SHIELD PIPEJACKMG Page 14 of 14 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 41-1 SHAFT EXCAVATION AND SUPPORT Page 1 of 18 1 SECTION 33 05 41 2 SHAFT EXCAVATION AND SUPPORT 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The minimum requirements and acceptable construction methods for 7 excavation and support of shafts for the trenchless crossings. The shafts will 8 also be used to facilitate the construction of connections,valves,vaults, 9 access manholes and other permanent structures shown on the Drawings. 10 2. The Work shall include: site grading;temporary access road construction; 11 safety fencing and signage;construction staging areas;design and 12 construction of shaft excavations and excavation support systems;material 13 disposal;ground improvement,where necessary;protection of existing 14 utilities;control and disposal of groundwater,surface water, and construction 15 water;removal,backfilling,and abandoning of shafts;and site restoration. 16 3. Depending on crossing location,acceptable shaft types may include: slide rail 17 systems,soldier piles and lagging, auger-drilled shafts, liner plate, or other 18 contractor proposed construction methods for jacking/receiving shafts subject 19 to review and written approval by the City. See the Drawings for allowable 20 shaft types for each crossing. Sloped open excavations,speed shores,and 21 trench boxes shall not be allowed for the existing levee crossing for Sanitary 22 Sewer Line A,from STA 1+36 to STA 4+24. 23 4. Sloped open excavations,speed shores,and trench boxes shall only be 24 allowed for Sanitary Sewer Line A,for crossings between STA 5+00 and the 25 end of the project in accordance with Section 33 05 20—Auger Boring or 26 Section 33 05 23—Hand Tunneling. 27 B. Related Specification Sections include,but are not necessarily limited to: 28 1. Division 0—Bidding Requirements,Contract Forms,and Conditions of the 29 Contract 30 2. Division 1 —General Requirements 31 3. 33 05 10—Utility Trench Excavation, Embedment,and Backfill 32 4. 33 05 21—Tunnel Liner Plate 33 5. 33 05 22—Steel Casing Pipe 34 6. 33 05 27—Open-Shield Pipejacking 35 7. 33 05 42—Water Control for Shaft and Tunnel Construction 36 8. 33 05 43—Portal Stabilization 37 9. 33 05 44—Settlement Monitoring 38 10. 33 05 45—Contact Grouting 39 CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 330541-2 SHAFT EXCAVATION AND SUPPORT Page 2 of 18 1 1.2 PRICE AND PAYMENT PROCEDURES 2 A. Measurement and Payment: 3 1. Measurement: 4 a. Measurement for this item by lump sum for the shafts associated with the 5 levee crossing. 6 b. All other shafts associated with the installation of Steel Casing pipe by 7 other than open cut shall be subsidiary to the installation of the Steel 8 Casing Pipe. 9 2. Payment: 10 a. The work performed and materials furnished in accordance with this 11 Item will be paid for at the lump sum price bid for"Levee Crossing 12 Shaft"by Station. 13 3. The Price bid shall include: 14 a. Mobilization 15 b. Development of Shaft Design 16 c. Site Preparation 17 d. Furnishing and Installing Proposed Shaft 18 e. Furnishing and Installation of Shaft Embankment 19 £ Removal of Shaft Embankment 20 g. Preconstruction Topographic Survey to establish the existing levee 21 surface,as indicated in the drawings 22 h. Post Construction Topographic Survey to establish post construction 23 levee surface,as indicated in the drawings 24 i. Portal Stabilization 25 j. Dewatering 26 k. Contingency Plan Procedures 27 1. Emergency Procedures 28 m. Hauling 29 n. Disposal of Excess Material 30 o. Furnishing,placement,and compaction of backfill 31 p. Cleanup 32 33 CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 330541-3 SHAFT EXCAVATION AND SUPPORT Page 3 of 18 1 1.3 REFERENCES 2 A. Definitions: 3 1. Auger-Drilled Shaft:An excavation support system composed of a steel 4 casing(usually a segmental corrugated metal pipe[CMP])grouted in place 5 inside an auger-drilled excavation. A large diameter drill rig is used to 6 excavate a hole slightly larger than the required inner diameter of the shaft. 7 During drilling,the excavation is kept full of drilling fluid(usually polymer- 8 based)with high gel strength, high density,and high viscosity to prevent 9 caving,sloughing,or collapse of the excavation. When the drilling is 10 complete,the prefabricated casing of the required diameter is lowered into the 11 fluid-filled excavation. A concrete seal,of sufficient thickness to resist 12 buoyant forces on the dewatered shaft and to prevent groundwater inflows, is 13 then placed at the bottom of the shaft by tremie. Grout is then placed by 14 tremie between the outside wall of the casing and the excavation wall. When 15 the concrete and grout have cured,the drilling fluid can be pumped out of the 16 shaft. A properly constructed auger-drilled shaft will provide a practically 17 watertight shoring system. 18 2. Backfill Grouting/Primary Grouting:The injection of a fluid,rapid-setting, 19 grout in shafts to fill the void behind liner plates or other shoring elements. 20 3. Contact Grouting/Secondary Grouting: The injection of fluid, non-shrink, 21 rapid-setting grout into any remaining voids between the backfill grout and 22 the primary support or excavated surface. 23 4. Liner Plate Shaft: A shaft formed by sequential excavation and erection of 24 support rings consisting of segmental steel liner plates. All voids between the 25 excavation and the liner plates are filled with grout to ensure complete contact 26 with the ground. 27 5. Tunnel Portal Stabilization: Where the new tunneled pipelines enter or exit a 28 shaft excavation,the Contractor shall stabilize the portal to prevent soil or 29 groundwater inflows into the shaft that may lead to settlement around the 30 shaft or flooding of the excavation. Portal stabilization is required at all shafts 31 and is subject to the requirements of 33 05 43—Portal Stabilization. 32 B. Reference Standards: 33 1. Reference standards cited in this Specification refer to the current 34 reference standard published at the time of the latest revision date 35 logged at the end of this Specification, unless a date is specifically 36 cited. 37 2. ACI 38 a. 318 Building Code Requirements for Reinforced Concrete 39 3. AISC 40 a. Manual of Steel Construction 41 4. ANSUAWS 42 a. D 1.1 Structural Welding Code 43 5. AREMA 44 a. "Manual for Railway Engineering"2005 Edition. 45 6. ASTM A CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 330541-4 SHAFT EXCAVATION AND SUPPORT Page 4 of 18 1 a. 36 Specification for Structural Steel 2 7. American Association of State Highway and Transportation Officials 3 (AASHTO): 4 a. HB-17,Standard Specifications for Highway Bridges. 5 8. Occupational Safety and Health Administration(OSHA) 6 a. Regulations and Standards for Underground Construction,29 CFR Part 7 1926, Subpart S,Underground Construction,and Subpart P, Excavations 8 C. Reference Documents: 9 1. "Geotechnical Engineering Report—TRV Channel Segment Utility 10 Relocations,Part 04 Segment B,Fort Worth,Texas",G&AI Project No. 13- 11 0466,November 21,2014. 12 1.4 ADMINISTRATIVE REQUIREMENTS 13 A. All work by the Contractor shall be done in the presence of the City unless the City 14 grants prior written approval to perform such work in City's absence. 15 1.5 SUBMITTALS 16 A. Submittals shall be made in accordance with Section 0133 00. 17 B. All submittals shall be approved by the City prior to construction. 18 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 19 A. Qualifications: 20 1. Submit the name and qualifications of person(s)responsible for each 21 excavation support system design. 22 2. Submit the qualifications of shaft subcontractor for each shaft type to be 23 constructed. Submit information confirming that each subcontractor meets 24 the requirements listed in Paragraph 1.9 A 2. 25 3. Provide project names,dates, owner's contact information,details of shaft 26 geometry and construction,and soil and groundwater conditions. 27 B. Shop Drawings: 28 1. Schedule and sequence of shaft construction including major milestones such 29 as: water control, installation of shoring, excavation,installation of 30 wales/struts,installation of tremie seal/groundwater control,installation of 31 working slab,dewatering of shaft interior. 32 2. Scaled drawings(plan and section views with dimensions and sizes)showing: 33 a. The proposed shaft elements and shoring system to be used at each 34 crossing location 35 b. Adjacent and nearby existing structures and utilities 36 c. Details of trenchless pipe penetrations 37 d. Details of pipe penetrations for connection to open cut sections of the 38 pipeline 39 e. Staging areas for all shaft construction operations. 40 3. Design Calculations: submit all calculations in a legible,comprehensible 41 format,the calculations shall be performed by or under the direct supervision 42 of a Civil Engineer licensed in the State of Texas,who shall sign and seal the 43 design calculations. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 330541-5 SHAFT EXCAVATION AND SUPPORT Page 5 of 18 1 a. Provide design calculations for the shoring and bracing indicating it can 2 withstand: all earth and groundwater pressures,equipment and applicable 3 traffic and construction loads,other surcharge loads in accordance with 4 the site conditions,the information listed in the Geotechnical 5 Engineering Report,and any other requirements described in these 6 Drawings and Specifications. 7 b. For shafts subject to groundwater loading,provide design calculations 8 indicating the structural design of the tremie seal and working slab and 9 uplift resistance of the shaft. 10 1) Confirm that tremie seal and working slab weight,structural 11 connection to shaft wails,and any frictional resistance assumed 12 along sidewalls of the shaft are adequate to resist uplift and that 13 assumptions are reasonable and appropriate. 14 2) Show that a minimum factor of safety against uplift failure of 1.1 is 15 achieved under the most extreme loading conditions. 16 4. Methods and details of excavation,containment,hauling,and disposal of the 17 excavated materials,all spoils,and other materials used in shaft construction. 18 5. Written documentation signed by the disposal site owner or manager 19 indicating that the site will accept the spoil and that the site is in compliance 20 with all applicable local, State,and Federal regulations. 21 6. Describe procedures for excavation of the spoils from the shaft interior. 22 a. Describe the procedures for excavation of material below the reach of 23 conventional hydraulic excavators or for hard/very dense soils and rock 24 (if applicable). 25 b. For shafts that extend below groundwater,describe procedures for 26 groundwater control during excavation(groundwater cutoff,grouting, 27 etc.)or procedures for"in-the-wet"excavation and shaft bottom seals. 28 7. Describe procedures for dewatering the shaft interior after excavation is 29 complete(for"in-the-wet"construction),and for control of groundwater 30 inflows after excavation has been completed,method of maintaining bottom 31 stability, and protection of subgrade. 32 8. Concrete mix information and placement procedures for the tremie seal, 33 working slab and/or any annular grout. Describe procedure for installing 34 concrete tremie slab and working slab to the required thickness and at the 35 correct elevation. 36 9. Details for protecting existing utilities and structures within zone of influence. 37 10. Details of procedures for preloading bracing members. 38 11. Procedures for checking and maintaining plumbness of the shaft and ensuring 39 proper elevation is reached. 40 12. Additional submittals for Specific Shaft Types: 41 a. Auger-Drilled Shafts: 42 1) Description of equipment and procedures to be used to construct the 43 auger-drilled shafts,to execute the associated tremie seal installation, 44 grouting,and dewatering. 45 a). Describe procedure for drilling and reaming shaft excavation, 46 including diameter and depth of initial pilot hole,outer reamed 47 starter hole and liner,and final reamed hole and liner. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 330541-6 SHAFT EXCAVATION AND SUPPORT Page 6 of 18 1 b). Describe procedure for installing and grouting all liners, 2 including sequence of operations and grout mixture. 3 c). Describe the drilling fluid,indicating properties and confirm 4 adequacy to resist groundwater and earth pressures acting on 5 bore walls. Provide MSDS and supplier cut sheets. 6 d). Show volume calculations to ensure adequate volume of drilling 7 fluid will be available to keep bore filled. 8 b. Liner Plate Shafts: 9 1) Description of the equipment, procedures, and sequence to be used to 10 construct the liner plate shafts,to execute the associated grouting and 11 tremie seal installation. 12 a). Manufacturer's literature and design calculations for the liner 13 plate,based on anticipated loading conditions in accordance with 14 Section 33 05 21—Tunnel Liner Plate. 15 b). Details of plates including grout holes,boltholes,bolt sizes, 16 sealants,gaskets,and grommets where used. 17 c). Material specifications for mechanical connectors,grout plugs, 18 and grout sleeves 19 d). Excavation dimensions for each proposed shaft section. 20 e). Typical liner plate ring geometry. 21 f). Details of assembly,backfilling,and grouting. Show installation 22 details including: 23 (1). Requirements for staggering of adjacent rings 24 (2). Use of tie rods(hog rods)if necessary during grouting 25 operations 26 (3). Grout seals required to maintain backfill grout in place and 27 to prevent flow back into shafts. 28 g). A description of backfill/primary grouting operations that 29 includes sketches as appropriate,indicating type and location of 30 mixing equipment, pumps, injection points,venting method, 31 direction of flow, pressure measurement and maximum 32 allowable pressure,blocking or otherwise securing liner to avoid 33 floating or excessive displacement,volume measurement, 34 grouting sequence, schedule, and stage volumes. 35 h). A grout mix design report including: grout type and designation; 36 grout mix constituents and proportions,including materials by 37 weight and volume; grout densities and viscosities,including wet 38 density at point of placement; initial set time of grout; bleeding/ 39 shrinkage/expansion;and compressive strength. 40 i). Certificates: Submit manufacturer's written certification that steel 41 liner plates,bolts, washers,grommets and gaskets, meet or 42 exceed specified requirements. 43 2) Grouting Records: Maintain daily logs of grouting operations and 44 submit records of grouting to the City. The records shall include the 45 following information 46 a). Hole name,collar station,face station,date. 47 b). Details of mixes used including any admixtures. 48 c). Details of each batch of grout injected including estimated 49 wastage. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 330541-7 SHAFT EXCAVATION AND SUPPORT Page 7 of 18 1 d). Details of any interruptions,leakages and any equipment 2 malfunctions. 3 e). Name of grouting supervisor. 4 C. Daily Records: 5 1. Written daily progress reports shall be submitted during construction.The 6 progress reports shall have field logs recorded at intervals of five feet or less 7 during excavation and shall be submitted to the City within one working day 8 of the shift for which the logs were created. As a minimum,the logs shall 9 include: 10 a. The date,starting time,and finish time 11 b. Equipment used 12 c. Actual quantities and descriptions of excavated material including 13 soil/rock types 14 d. Any unusual conditions, breakdowns, and delays,including problems 15 with support,bottom instability, and obstructions 16 e. Detailed description of the support installed,including sizes,lengths, 17 spacing and elevations relative to excavation elevation 18 f. Pumping rates from shaft sumps and inflow conditions or flooding levels 19 for shafts excavated"in the wet" 20 g. Deformation monitoring results,and record of action taken by the 21 designer of record and the Contractor if predicted deflections are 22 exceeded 23 D. Preconstruction Topographic Survey: 24 1. Provide topographic survey data of the levee prior to the installation of river 25 side shaft embankment throughout the extents of the proposed embankment 26 area. 27 1.7 CLOSEOUT SUBMITTALS 28 A. Post-Construction: 29 1. Within 15 days of backfill of excavations,the Contractor shall submit a 30 detailed as-built location plan of all remaining buried shoring members 31 including size, location, and cutoff elevation. 32 2. Post-Construction Topographic Survey: 33 a. Provide topographic survey data of the levee upon completion of 34 the river side shaft embankment removal throughout the extents of 35 the embankment area. 36 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 37 1.9 QUALITY ASSURANCE 38 A. Qualifications: 39 1. Failure to meet the qualification requirements is failure to fulfill the Contract 40 and the Contractor will be required to obtain a subcontractor that meets the 41 qualification requirements. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 330541-8 SHAFT EXCAVATION AND SUPPORT Page 8 of 18 1 2. The Contractor who shall perform the Work specified herein shall have 2 successfully completed at least five(5)shafts utilizing each of the proposed 3 shaft construction methods of similar size,depth,and complexity,and in 4 similar ground conditions,within the past five(5)years. In addition,the 5 Superintendent(s)for the construction work shall have demonstrated 6 successful experience with the proposed shaft construction method(s). 7 3. Quality control,testing,and inspection shall be provided as required by the 8 Contractor's design engineer and in accordance with approved submittals. 9 The Contractor's design engineer shall visit the site to observe the Work in 10 progress on at least a weekly basis or more frequently if required by the City. 11 4. The Contractor shall immediately notify the City, in writing,when any 12 problems are encountered with equipment or materials, or if the Contractor 13 believes the conditions encountered are materially and significantly different 14 from those represented within the Contract Documents. 15 5. The Contractor shall allow the City access to the shaft excavations and shall 16 furnish necessary assistance and cooperation to aid the City in observations 17 and data and sample collection. 18 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY [NOT USED] 21 PART 2- PRODUCTS 22 2.1 CITY-FURNISHED [OR] CITY-SUPPLIEDPRODUCTS [NOT USED] 23 2.2 MATERIALS 24 25 A. All timber and structural steel used for the supporting systems,whether new or used, 26 shall be sound and free from defects which may impair strength. 27 B. Structural Steel:ASTM A 36 or better, unless approved otherwise. 28 C. Liner Plate: ASTM A569 and section 15 of AASHTO"Standard Specifications for 29 Highway Bridges"for tunnels beneath roads or Chapter 1, Section 4.15.5,Table 1-4- 30 38 of AREMA"Manual for Railway Engineering"2005 Edition for tunnels beneath 31 railroads. 32 1. Every other plate radially of every second ring vertically shall be fitted with a 33 minimum 1-1/2 inch diameter grout hole. 34 2. Where shown on the Drawings, liner plate flanges shall be provided with 35 factory-installed gaskets. 36 D. Design Criteria: 37 1. The Contractor shall have sole responsibility for selection of shaft types, 38 construction methods,and shaft excavation sizes to complete the work, 39 meeting the requirements of these Specifications. The size of the shafts shall 40 be adequate to complete all trenchless construction and to construct all 41 structures indicated on the Drawings. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 330541-9 SHAFT EXCAVATION AND SUPPORT Page 9 of 18 1 2. Depending on crossing location,acceptable shaft types may include: slide rail 2 systems,soldier piles and lagging,auger-drilled shafts,liner plate,or other 3 Contractor proposed construction methods for jacking/receiving shafts, 4 subject to review and written approval by the City. Sloped open excavations, 5 speed shores,and trench boxes shall not be allowed for the existing levee evee 6 crossing for Sanitary Sewer Line A,from STA 1+36 to STA 4+24. 7 3. The use of blasting is prohibited. 8 4. Excavation support systems shall be designed by or under the direct 9 supervision of a Civil or Structural Engineer licensed in the State of Texas 10 who has a minimum of five(5)years experience in the design of soil retaining 11 structures,and who shall seal and sign the submittals and shop drawings 12 5. The Contractor's licensed engineer shall design all shafts to provide a 13 continuous,dry,excavation support system. 14 6. Shafts shall be designed to support earth and groundwater pressures, 15 equipment,applicable traffic,and construction loads and pressures(i.e. 16 annulus grouting pressures),and other surcharge loads in accordance with the 17 site conditions,the Geotechnical Engineering Report,and any other 18 requirements described in these Drawings and Specifications. 19 7. Shafts shall be designed to withstand the full hydrostatic head of existing 20 groundwater or shall include provisions for dewatering to completely remove 21 groundwater loading. 22 8. Design excavation support systems in accordance with AISC and ACI code 23 provisions,as applicable. 24 9. The shaft design shall allow the safe and expeditious construction of the 25 permanent facilities without excessive movement or settlement of the ground 26 and in a manner that will prevent damage to, or movement of,any adjacent 27 structures, utilities, or other facilities. 28 10. The shafts shall be of a size large enough to facilitate all necessary 29 groundwater control,construction operations including the trenchless pipe 30 installation,construction of any structures shown on the Drawings, and 31 pipeline connections to open-cut reaches of the work. 32 11. The Contractor shall ensure that the depth of the shaft excavations allows 33 sufficient vertical clearance for placement of the working slab and jacking 34 frame at the required elevations and angles to install the pipeline, as shown on 35 the Drawings. Survey of final shaft bottom elevations shall be recorded and 36 submitted. 37 12. The shaft floors shall be designed with a sump to remove any groundwater, 38 rainwater,runoff, or construction water that enters the shaft. 39 a. The Contractor shall not discharge groundwater inflows into storm 40 sewers,sanitary sewers, water bodies, or streets without obtaining and 41 submitting copies of the required permissions and/or permits. 42 b. Contractor shall properly dispose of groundwater in accordance with 43 permit requirements and the requirements of 33 05 42—Water Control 44 for Shaft and Tunnel Construction, and other applicable Sections. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 41-10 SHAFT EXCAVATION AND SUPPORT Page 10 of 18 1 13. All shafts shall be designed with a concrete working slab to provide a stable 2 platform to complete the Work. The working slab at each excavation where 3 groundwater is above the invert of the shaft shall be designed to protect the 4 excavation invert in accordance with these minimum design criteria: 5 a. All shafts shall have a finished concrete tremie seal and/or working slab 6 and adequate sump pumping system to control groundwater inflows 7 through the bottom of the shaft and to resist uplift of the completed shaft. 8 b. The tremie seal and working slab reinforcing may be designed to 9 structurally tie the slab to the shaft walls to take advantage of the shaft 10 dead weight and sidewall friction in resisting uplift due to buoyancy,if 11 necessary. 12 c. Shafts shall be capable of resisting expected hydrostatic uplift with a 13 minimum safety factor of at least 1.1. 14 d. Be capable of supporting such combined dead and live loads as are 15 required by the Contractor's means and methods. 16 14. Grout: 17 a. The strength of any grout mixture used to fill the annulus between the 18 internal shoring or other supports and the excavation,if used,shall be 19 selected to allow the tunneling equipment to efficiently excavate or 20 advance through the grouted annulus during both launch and retrieval. 21 b. The tunneling subcontractor shall be consulted to ensure compatibility 22 between the grout strength and tunneling equipment. 23 c. The minimum strength of the grout mixture shall equal or exceed the 24 strength of the soils outside the excavation. 25 15. The support systems shall be designed to protect adjacent utilities from 26 damage and to minimize horizontal and vertical movements to below the 27 maximum allowable values for deformation which are specified in 33 05 44— 28 Settlement Monitoring. 29 16. The shafts shall be designed for staged installation and removal of all portions 30 of the upper 10 feet and to accommodate construction of connections and 31 backfill sequences,unless otherwise noted on the Drawings. 32 17. The Contractor is responsible for providing all necessary Portal Stabilization 33 measures to prevent the inflow of soil or rock and control the inflow of 34 groundwater through the tunnel portals at all shafts as specified in 33 05 43— 35 Portal Stabilization. 36 18. The Contractor is allowed to install and operate Contractor-designed 37 groundwater pumping systems outside of shafts,provided that the Contractor 38 obtains necessary permits for handling,treatment,and disposal of 39 groundwater and complies with permit requirements and local, State,and 40 Federal regulations and statutes. Perform all dewatering work in accordance 41 with 33 05 42—Water Control for Shaft and Tunnel Construction and in 42 accordance with—33 05 10—Utility Trench Excavation, Embedment and 43 Backfill. 44 19. The Contractor shall be responsible for ensuring that dewatering activities do 45 not result in settlement damage to existing features,such as levees, 46 underground utilities,buildings,roads,and other improvements. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 330541-11 SHAFT EXCAVATION AND SUPPORT Page 1 I of 18 1 20. The Contractor-designed dewatering system shall not result in the piping of 2 fines and/or the creation of voids. The Contractor shall be responsible for 3 completely backfilling,and verifying successful backfilling,of any voids 4 created by Contractor dewatering activities. 5 21. Relocate overhead wires,poles,guy wires, abandoned utilities, and 6 appurtenant items as needed to install shoring systems and to perform other 7 activities required for construction of shafts and trenchless crossings. 8 22. Auger-Drilled Shafts: 9 a. The steel liner shall be designed to resist lateral earth pressures and 10 groundwater pressures based on the information in the Geotechnical 11 Engineering Report in accordance with Section 33 05 21 —Tunnel Liner 12 Plate. 13 b. The drilling fluid used to support the excavation shall have adequate 14 viscosity,gel strength, density,and other required properties to safely 15 support earth and groundwater loads determined based on the 16 Geotechnical Engineering Report. 17 23. Liner Plate Shafts: 18 a. The Contractor shall prepare the shaft design based on excavation by 19 trackhoe,hoe-ram,and/or mini-excavator/loader in conjunction with 20 liner plate support. 21 b. Liner Plates shall meet the below criteria as well as those indicated in 22 Section 33 05 21 —Tunnel Liner Plate. 23 1) Liner plates shall be designed so that erection and assembly can be 24 accomplished entirely from inside the shaft. 25 2) Liner plates shall be capable of withstanding the ring thrust load and 26 transmitting this load from plate to plate. 27 3) The minimum thickness of liner plates shall be determined by the 28 Contractor's shaft design engineer. 29 c. Grouting 30 1) All voids behind liner plates shall be fully grouted. 31 2) Grouting shall be performed in a sequence which will preclude 32 deflections exceeding 5 percent of the shaft diameter. 33 3) At minimum,grouting shall be performed at the end of each day 34 24. Temporary Embankment 35 a. Furnish and install embankment materials for protection of 36 riverside shaft at Sanitary Sewer Lina A, STA 1+36, in accordance 37 with the Drawings. 38 2.3 ACCESSORIES [NOT USED] 39 2.4 SOURCE QUALITY CONTROL [NOT USED] 40 PART 3- EXECUTION 41 3.1 INSTALLERS [NOT USED] 42 3.2 EXAMINATION [NOT USED] 43 3.3 PREPARATION 44 A. Shaft construction shall not begin until the following tasks have been completed: CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 41-12 SHAFT EXCAVATION AND SUPPORT Page 12 of 18 1 1. All required submittals have been made and the City has reviewed and 2 accepted all submittals. 3 2. Review of available utility drawings and location of conduits and 4 underground utilities in all areas where excavation is to be performed. 5 a. The Contractor shall notify the Texas One Call system(800-245-4545) 6 to request harking of utilities by utility owners/operators that subscribe 7 to One Call,and shall individually notify all other known or suspected 8 utilities to request marking of these utilities. 9 b. Repair damage to existing utilities resulting from excavation at no 10 additional cost to the City. 11 3. Site safety representative has prepared a code of safe practices in accordance 12 with OSHA requirements. 13 a. Provide the City with a copy of each prior to starting shaft construction. 14 b. Hold safety meetings and provide safety instruction for new employees 15 as required by OSHA. 16 3.4 INSTALLATION 17 A. General: 18 1. Corrective measures shall be immediately taken where movement or 19 deformation of support systems may in any way impair the integrity of the 20 support system or that of adjacent facilities. 21 2. All excavated spoils, and other materials used during shaft construction,shall 22 be completely contained when stockpiled on site,and shall be disposed of by 23 the Contractor in accordance with the accepted disposal plan at the 24 completion of shaft construction. 25 a. Any spills shall be completely contained and cleaned up promptly by the 26 Contractor. 27 b. Under no circumstances shall spoils,drilling fluids,groundwater inflows, 28 or construction water enter any sanitary or storm sewers,or any water 29 body. 30 c. Contractor shall properly dispose of groundwater in accordance with 31 permit requirements. 32 3. Settling of adjacent property and/or facilities will not be permitted. Settlement 33 monitoring of adjacent facilities shall be conducted in accordance with 33 05 34 44—Settlement Monitoring. 35 4. All welding shall conform to the applicable provisions of ANSUAWS D1.1. 36 5. Vertical Deviation: 37 a. Care shall be taken to keep the shafts plumb during construction. The 38 deviation from Plumb shall not exceed one(1)foot(12 inches) in 100 39 feet,or 1%,unless otherwise specified herein. 40 b. Any correction of shaft deviation,and any construction and associated 41 costs resulting from relocation of appurtenances inside the shaft, 42 including the tunneled pipe connections and the launch and retrieval 43 seals, caused by the shaft's deviation from plumb or other deficiencies in 44 workmanship shall be accomplished at the Contractor's expense and 45 shall not be cause for schedule extension. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 41-13 SHAFT EXCAVATION AND SUPPORT Page 13 of 18 1 6. For trenchless shaft penetrations,provide watertight gasketed seals and portal 2 stabilization at all locations. 3 7. Pumping from shaft sumps shall not result in boils,softening of the ground, or 4 loss of fines. Sumps,subdrains,and drain blankets shall be installed as 5 necessary,using suitable filters or screens so that fines are not removed from 6 the formation. 7 8. Shafts in active use shall be surrounded by safety fencing, consisting of six- 8 foot high chain link fence, installed completely around the shaft perimeter and 9 shall have a lockable entry gate to prevent unauthorized access. Shafts not in 10 active use for more than 72 hours shall be covered with traffic plates or 11 surrounded with a 6-foot high chain link fence and safety cage or netting to 12 prevent unauthorized entry or access. 13 9. The shoring system shall extend not more than 5 feet and not less than 3 feet 14 above natural ground surface to prevent accidental or unauthorized entry. 15 10. Safety rails shall be installed in accordance with applicable safety regulations. 16 B. Internal Bracing and Support System: 17 1. The internal bracing support system for shafts shall include wales,struts, 18 and/or shores where necessary. 19 a. Struts with intermediate bracing shall be provided as needed to enable 20 shafts to carry maximum design load without distortion or buckling. 21 b. Web stiffeners,plates, or angles shall be included as needed to prevent 22 rotation,crippling,or buckling of connections and points of bearing 23 between structural steel members. Allow for eccentricities caused by 24 field fabrication and assembly. 25 c. All bracing support members shall be installed and maintained in tight 26 contact with each other and with the surface being supported. 27 d. Bracing members shall be preloaded by jacking struts to control shoring 28 movement. 29 1) Bracing members shall be preloaded in accordance with methods, 30 procedures, and sequence as described in the submittals. 31 2) Support and preload shall be installed immediately after installation 32 and prior to continuing excavation. 33 e. Procedures that produce uniform loading of bracing member shall be 34 used without eccentricities or overstressing and distortion of members of 35 system. 36 2. Struts shall be installed and preloaded by jacking to 50%of design capacity, 37 before excavation resumes. Steel wedges, or shims, shall be installed and 38 welded in place to lock in preloaded stresses and prevent excessive lateral 39 deformations. 40 3. Internal supports, including wales,struts,and corner braces, shall be installed 41 sequentially as the shaft is excavated. 42 a. At no time shall the unsupported excavation depth exceed the 43 Contractor's design location for wales or struts,plus 2 feet, as shown on 44 the Contractor's submittals. 45 b. All internal supports shall be installed within+/-3 inches of design 46 locations shown on approved submittals. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 41-14 SHAFT EXCAVATION AND SUPPORT Page 14 of 18 1 4. Tiebacks shall be used where proposed in conjunction with or in lieu of struts, 2 bracing and shores. 3 a. Tiebacks shall be designed, installed, and tested in accordance with 4 recommendations of the Post Tensioning Institute. 5 1) On-site tests shall be performed to demonstrate adequacy of tiebacks 6 for subsurface conditions. 7 2) Tieback lengths shall be adequate to obtain anchorage behind 8 potential failure plane of excavation. 9 3) Conduct proof-tests,performance tests and lift-off tests of the 10 tieback systems to verify capacity and lock-off load. 11 C. Soldier Pile and Lagging Shaft Installation: 12 1. Install piles in predrilled holes,to the tip elevations shown in approved 13 submittals. Provide casing or drilling mud,as necessary,to prevent caving of 14 holes and loss of ground. 15 2. After each soldier pile has been seated plumb in the drill hole,encase it with 16 concrete or crushed rock from the tip to the bottom level of the final 17 excavation. 18 3. Apply vibration through the pile. 19 4. Concrete strength shall be in accordance with submittals,and concrete shall 20 be placed by means of a tremie system. 21 5. Provide timber, steel,or precast concrete lagging or steel sheets of sufficient 22 thickness to withstand lateral earth pressures. 23 6. Install lagging with no gap between adjacent boards. As installation 24 progresses,backfill the voids between the excavation face and the lagging 25 with sand,pea gravel,or lean grout packed into place. Pack with materials 26 such as hay,burlap,or geotextile fabric where necessary to allow drainage of 27 groundwater without loss of ground due to piping. 28 D. Auger Drilled Shaft Construction: 29 1. Drilling Fluid: 30 a. At all times during drilling,reaming, liner installation,and grouting,the 31 excavation shall be kept filled with stabilizing drilling fluids to safely 32 Support the excavation and resist bottom heave,caving and sloughing. 33 b. The shaft shall be kept adequately filled with drilling fluid until the 34 tremie seal concrete and annulus grout has reached sufficient strength to 35 resist uplift without failure or cracking. 36 c. The drilling fluid shall be properly designed,mixed,and stored in 37 sufficient volume near the excavation to ensure that the excavation can 38 be kept adequately filled and stable. 39 d. Drilling fluid shall be replenished as necessary to maintain required 40 stabilizing properties. 41 2. The Contractor shall avoid applying excessive bending,torsional,or point 42 loads to the steel liner during installation and grouting. 43 3. The excavation shall be of sufficient diameter to allow installation of the steel 44 liner without scraping or gouging of the shaft excavation sidewalls. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 41-15 SHAFT EXCAVATION AND SUPPORT Page 15 of 18 1 4. The Contractor shall completely grout the annulus outside of the steel liner. 2 Grouting pressures shall be carefully controlled to prevent buckling or 3 damage to the liner 4 E. Liner Plate Shaft Construction: 5 1. Liner Plate shall be in accordance with Section 33 05 21 —Tunnel Liner Plate. 6 2. Longitudinal joints in adjacent rings shall be staggered and not in alignment 7 more often than every second ring. 8 3. Grouting: 9 a. Every second liner plate in a ring shall be provided with 1.5-inch or 10 larger grouting holes located near the centers. I I b. The holes in each ring shall be staggered resulting in a diamond pattern 12 for grout holes. 13 C. All space between the liner plate and the earth shall be filled with grout 14 forced in under pressure. 15 d. Enough water shall be used to produce,when well mixed,a grout having 16 the consistency of thick cream. 17 e. As the pumping through any hole is stopped,it shall be plugged to 18 prevent backflow of grout. 19 f. The Contractor shall provide more specific backfill grout requirements in 20 the shaft design submittal. 21 g. Grouting shall be performed in a sequence which will preclude 22 deflections exceeding 5 percent of the shaft diameter. 23 h. At minimum,grouting shall be performed at the end of each day. 24 4. Shaft excavation shall not proceed more than 30 inches below the bottom of 25 the last row of liner plate before installation of another row of liner plate. 26 5. Use steel ribs,tie rods,stiffeners,or other restraint as required to maintain the 27 liner plate ring in a true circle without buckling until backfill grouting 28 operations are complete. 29 6. Ribs shall be blocked to the liner plate by hardwood or steel 30 wedging/blocking at two points per plate. Nail wedges to preclude loosening. 31 7. Erect liner plates with tight,clean joints,(and gaskets where shown on the 32 Drawings)and in a manner which will not deform or overstress the completed 33 rings. Flanges shall be clean and free from material that could interfere with 34 proper bearing. 35 8. Previously placed rings of liner plates shall be monitored daily for signs of 36 damage or distress. Where the City or the Contractor observes damage or 37 distress,promptly repair or replace such elements,as appropriate,and at no 38 additional cost to the City. 39 F. Shaft Bottom Stability and Groundwater Inflows: 40 1. The Contractor is responsible for preventing,controlling,or otherwise 41 handling groundwater inflows into the shaft excavations. All groundwater 42 inflows shall be collected and disposed of in accordance with 33 05 42— 43 Water Control for Shaft and Tunnel Construction. 44 2. The Contractor shall control groundwater inflows to prevent heaving, boiling, 45 piping,or other loosening of the subgrade that will compromise shaft integrity 46 or provide unsuitable foundation for the pipe and/or manholes. CITY OF FORT WORTH TRY—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 41-16 SHAFT EXCAVATION AND SUPPORT Page 16 of 18 1 G. Portal Stabilization: 2 1. For all shafts,prior to initiating penetration through the shaft wall,securely 3 install tunnel entry/exit seals. 4 2. The Contractor shall stabilize the ground outside the shaft seals as specified in 5 33 05 43—Portal Stabilization,to facilitate launching or receiving of the 6 tunneling equipment from the shafts. 7 H. Settlement Instrumentation and Monitoring: 8 1. Performance of excavation support system shall be monitored for both 9 horizontal and vertical deflections. 10 2. If excessive settlement or deflections of supports or nearby utilities or other 11 improvements occur that exceed those values predicted by the Contractor's 12 shoring designer or the maximum allowable values specified in 33 05 44— 13 Settlement Monitoring,modifications to the excavation and shoring approach 14 will be required. 15 a. Revised shop drawings and calculations shall be submitted to the City. 16 b. Changes to excavation sequence and shoring shall be implemented as 17 may be necessary at no additional cost to the City. 18 I. Shaft Removal and Backfill: 19 1. The Contractor shall remove shoring to a minimum depth of 10 feet, and as 20 required to accommodate construction of connections and backfill sequences, 21 unless otherwise noted on the Drawings. 22 a. All shoring elements located in the upper 10 feet, including shaft walls, 23 wales,struts,lagging,and shores shall be removed from the excavation 24 prior to restoration. 25 b. Shoring elements that remain in place shall be identified on the record 26 drawings. 27 c. Removal of the support system shall be performed in a manner that will 28 not disturb or harm adjacent construction or facilities and only after 29 backfill has been fully compacted. 30 d. Any voids created or encountered during the removal of the support 31 system shall be immediately filled with grout as specified in 33 05 45— 32 Contact Grouting,or as approved in writing by the City. 33 e. The support system removed from the excavation shall remain the 34 property of the Contractor and shall be removed from the site. 35 2. The use of imported materials for shaft backfilling shall be required as shown 36 on the Drawings. Backfill materials shall be placed and compacted in 37 accordance with the requirements of Section 33 05 10 Utility Trench 38 Excavation,Embedment, and Backfill. 39 J. Temporary Embankment: 40 1. Install temporary shaft embankment for the riverside shaft in 41 accordance with the Drawings. 42 3.5 CLEANUP AND RESTORATION 43 A. The Contractor shall remove all construction debris, spoil,slurry,oil,grease,and 44 other materials from the shaft,pipeline,and all surface work areas upon completion 45 of construction of the pipeline. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 41-17 SHAFT EXCAVATION AND SUPPORT Page 17 of 18 1 B. Restoration shall follow construction as the Work progresses and shall be completed 2 as soon as reasonably possible. 3 1. Restore and repair any damage resulting from surface settlement caused by 4 shaft excavation. 5 2. Any property damaged or destroyed,shall be restored to a condition equal to 6 or better than that to which it existed prior to construction. 7 3. Restoration shall be completed no later than 30 days after tunneling is 8 complete,or earlier if required as part of a permit or easement agreement. 9 4. This provision for restoration shall include all property affected by the 10 construction operations. 11 3.6 RE-INSTALLATION [NOT USED] 12 3.7 SITE QUALITY CONTROL 13 A. Safety: 14 1. No gasoline powered equipment shall be permitted in receiving shafts/pits. 15 a. Diesel,electrical,hydraulic and air powered equipment are acceptable, 16 subject to applicable local, State,and Federal regulations. 17 2. The Contractor shall be solely responsible for,and bear the sole burden of 18 cost for any and all damages resulting from improper shoring or failure to 19 shore. 20 3. The safety of workers,the protection of adjacent structures,property and 21 utilities,and the installation of adequate supports for all excavations shall be 22 the sole responsibility of the Contractor. 23 4. The design,planning, installation,and removal of all shoring shall be 24 accomplished in such a manner as to maintain stability of the required 25 excavation and prevent movement of soil that may cause damage to adjacent 26 shoring systems,structures and utilities,damage or delay the Work,or 27 endanger life and health. 28 5. All materials and methods of construction shall meet the applicable 29 requirements of the Contract Documents. Particular attention is called to 30 Subpart P—Excavations and Subpart S—Underground Construction of the 31 Standards(29 CFR 1926/1920,published as U.S. Department of Labor 32 Publication 207,revised October 1, 1979,and revised again August 1, 1989. 33 6. Perform all Work in accordance with all current applicable regulations and 34 safety requirements of the Federal, State, and Local agencies. Comply with all 35 applicable provisions of OSHA 29 CFR Part 1926, Subpart S, Underground 36 Construction and Subpart P, Excavations. 37 7. In the event of conflict,comply with the more stringent requirements. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary SeNver Relocations City Project No.00969 33 05 41-18 SHAFT EXCAVATION AND SUPPORT Page 18 of 18 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 9 CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 42 WATER CONTROL FOR SHAFT AND TUNNEL CONSTRUCTION Page I o1`4 1 SECTION 33 05 42 2 WATER CONTROL FOR SHAFT AND TUNNEL CONSTRUCTION 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. This section covers work necessary to control groundwater,surface water,runoff, and 6 nuisance water that may be encountered within shafts and tunnels,as required for 7 performance of the trenchless Work. 8 B. Related Specification Sections include,but are not necessarily limited to: 9 1. Division 0—Bidding Requirements,Contract Forms,and Conditions of the Contract 10 2. Division 1—General Requirements 11 3. 33 05 27—Open-Shield Pipejacking 12 4. 33 05 41—Shaft Excavation and Support 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment: 15 1. Measurement: 16 a. This item is considered subsidiary to Steel Casing Pipe construction,tunnel liner 17 plate construction, or Shaft construction. 18 2. Payment: 19 a. The work performed and materials furnished in accordance with this Item are 20 considered subsidiary the unit price bid per linear foot of By Other than Open 21 Cut installation of Tunnel Liner Plate or Steel Casing,to be completed in place, 22 and no 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 standard 26 published at the time of the latest revision date logged at the end of this Specification, 27 unless a date is specifically cited. 28 B. Reference Documents: 29 1. "Geotechnical Engineering Report—TRV Channel Segment Utility Relocations,Part 30 04 Segment B, Fort Worth,Texas", G&AI Project No. 13-0466,November 21,2014. 31 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 32 1.5 SUBMITTALS 33 A. Submittals shall be made in accordance with Section 0133 00. 34 B. All submittals shall be approved by the City prior to construction.. 35 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 36 A. Shop Drawings: 37 1. Water Control Plan: No later than 30 days before installation of water control 38 systems,submit methods and equipment proposed to be utilized to prevent excessive 39 groundwater from entering shafts and tunnels,and to remove and dispose of the water 40 that does enter. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 42 WATER CONTROL FOR SHAFT AND TUNNEL CONSTRUCTION Page 2 of 4 1 2. Submit drawings indicating location and configuration of water control facilities 2 including,but not limited to,water control barriers,dewatering wells,monitoring 3 wells, sumps,discharge lines,storage tanks or basins,and discharge points or disposal 4 methods. 5 3. Submit detailed descriptions of water control schedule,operation,maintenance,and 6 abandonment procedures. 7 4. Submit drawings and details of any required treatment facilities to be used in treating 8 water that collects within the shafts, before it is discharged. 9 5. Submit a copy of all applicable permits required for discharge of collected water or 10 documentation of proper offsite disposal plans. Confirm that disposal plan is in 11 compliance with all permit requirements. 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 1.13 CITY-FURNISHED [OR] CITY-SUPPLIED PRODUCTS [NOT USED] 20 1.14 MATERIALS 21 A. Design Criteria: 22 1. Design,furnish,install, operate,and maintain all machinery, appliances,power, and 23 equipment necessary to remove water from tunnels and shafts during construction. 24 2. Dewater,treat,and dispose of water so as not to cause injury to public or private 25 property or to cause a nuisance or a menace to the public and in accordance with all 26 applicable permit requirements. 27 3. Have on hand at all times sufficient pumping equipment and machinery in good 28 working condition for all ordinary emergencies, including power outages and 29 flooding, and have available at all times competent workers for the continuous and 30 successful operation of the water control and monitoring systems. 31 1.15 ACCESSORIES [NOT USED] 32 1.16 SOURCE QUALITY CONTROL [NOT USED] 33 PART 3- EXECUTION 34 1.17 INSTALLERS [NOT USED] 35 1.18 EXAMINATION [NOT USED] 36 1.19 PREPARATION [NOT USED] 37 1.20 INSTALLATION CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 42 WATER CONTROL FOR SHAFT AND TUNNEL CONSTRUCTION Page 3 of 4 1 A. General: 2 1. Provide continuous control of surface water runoff and water in shafts and tunnels 3 during the course of construction,including weekends and holidays,and during 4 periods of work stoppages. 5 2. Take reasonable precautions necessary to ensure successful operation of water control 6 systems. 7 3. Dispose of water under terms, requirements,and restrictions of applicable permits. 8 4. Modify water control system after installation and while in operation if it causes, or 9 threatens to cause,damage to adjacent property or to existing buildings,structures, or 10 utilities. 11 B. Surface Drainage: 12 1. Intercept and divert surface drainage away from the Work by use of dikes,curb walls, 13 ditches,sumps, or other means, in accordance with the approved plan. 14 2. Design surface drainage system so as not to cause erosion on or off the site. Surface 15 runoff shall be controlled to prevent entry of water into excavations and shafts,water 16 bodies,sanitary, or storm sewers,unless written permission is provided by the facility 17 owner allowing discharge. 18 C. Water Control in Underground Works: 19 1. Use water control methods that are appropriate for the ground conditions described in 20 the Geotechnical Engineering Report,the planned construction operations,and 21 requirements of these Contract Documents. 22 2. If a large amount of subsurface water drains into an excavation,take immediate steps 23 to control water inflow. Large amounts of inflow requiring immediate control shall be 24 defined as that which adversely affects the Work and/or threatens damage to adjacent 25 structures or facilities. 26 3. Design and operate water control system to prevent removal of in situ soils or 27 loosening or softening of in situ soils surrounding the excavation. 28 4. Water shall be removed during periods when concrete is being placed, during 29 tunneling operations, when pipe is being installed, during shaft excavation,and at such 30 other times as is necessary for efficient and safe execution of the Work. 31 5. If a concrete tremie plug or work slab for shaft construction is required,the plug shall 32 not be subjected to unbalanced hydrostatic pressures until it has obtained compressive 33 strength sufficient to resist uplift pressure. 34 D. Treatment and Disposal of Water: 35 1. Obtain necessary permits from the authority having jurisdiction to use any sanitary 36 sewers, storm sewers, drains,or waterways for water disposal purposes. 37 2. Discharge water removed from the site through pipes,tanks, or by truck and as 38 required by the Contractor's discharge permit. Water shall be discharged in a manner 39 that will not cause soil erosion at discharge point. 40 3. Treat water collected in shafts as required by regulatory agencies prior to discharge. 41 E. System Removal: 42 1. Facilities shall be removed and abandoned at the completion of the Work in 43 conformance with regulatory requirements and Contractor's permit. 44 1.21 CLEANUP AND RESTORATION CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary SeNver Relocations City Project No.00969 33 05 42 WATER CONTROL FOR SHAFT AND TUNNEL CONSTRUCTION Page 4 of 4 1 1.22 RE-INSTALLATION [NOT USED] 2 1.23 SITE QUALITY CONTROL [NOT USED] 3 1.24 SYSTEM STARTUP [NOT USED] 4 1.25 ADJUSTING [NOT USED] 5 1.26 CLEANING [NOT USED] 6 1.27 CLOSEOUT [NOT USED] 7 1.28 PROTECTION [NOT USED] 8 1.29 MAINTENANCE [NOT USED] 9 1.30 ATTACHMENTS [NOT USED] 10 END OF SECTION CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 43 PORTAL STABILIZATION Page I of 5 1 SECTION 33 05 43 2 PORTAL STABILIZATION 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for portal stabilization measures to be taken at shaft locations to prevent 7 soil/rock inflows, and to control groundwater inflows during launching and retrieving 8 of the tunneling equipment. 9 2. The Contractor may provide portal stabilization using grouting methods,guillotine wall 10 (double-wall)methods,methods integral to the shaft construction,or other methods 11 proposed by the Contractor,subject to City's written approval. 12 3. The Work includes all operations necessary to provide portal stabilization that meets the 13 requirements herein. This includes any secondary measures(such as additional 14 contact grouting)or work required if initial stabilization methods are not successful. 15 B. Related Work Specified Elsewhere: 16 1. Division 0—Bidding Requirements,Contract Forms,and Conditions of the Contract 17 2. Division 1—General Requirements 18 3. 33 05 45—Contact Grouting 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment: 21 1. Measurement: 22 a. This item is considered subsidiary to Steel Casing Pipe by other than open cut 23 construction,or Tunnel Liner Plate by other than open cut construction. 24 2. Payment: 25 a. The work performed and materials furnished in accordance with this Item are 26 considered subsidiary the unit price bid per linear foot of By Other than Open 27 Cut installation of Steel Casing,or By Other than Open Cut installation of Tunnel 28 Liner Plate,to be completed in place,and no other compensation will be allowed. 29 1.3 REFERENCES 30 A. Definitions: 31 1. Portal Stabilization: Where the new trenchless pipelines enter or exit a shaft excavation, 32 the Contractor shall stabilize the portal to prevent soil/rock or groundwater inflows 33 into the shaft that may lead to settlement around the shaft or flooding of the 34 excavation. Portal stabilization may be accomplished using applicable ground 35 improvement,double sheeting methods combined with contact grouting(guillotine 36 method),or may be integral to the shaft construction method(as for auger-drilled 37 shafts). 38 2. Guillotine(Double-Wall)Stabilization Method: To provide stable ground and 39 groundwater control at shaft penetrations,a set of steel sheetpiles or plates is installed 40 just outside the primary shoring system in front of the portal locations. Contact grout 41 is then injected between the primary shoring system and guillotine shoring to confirm 42 that the soil between is stable and will prevent groundwater flow. A hole is then cut in CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 43 PORTAL STABILIZATION Page 2 of 5 1 the primary shoring,exposing the stabilized ground and allowing for the insertion of 2 the tunneling equipment into the shaft seal and through the primary shoring. Once the 3 tunneling shield and shaft seal are mated,the guillotine shoring can be lifted out of the 4 tunnel path and removed. 5 3. Ground Improvement: A prism of stabilized soil is created just outside the shoring system 6 using grouting methods appropriate for the ground conditions. The improved block 7 stabilizes the soil and lowers the permeability of the soil sufficiently to control 8 groundwater inflows. It is important that the stabilized prism is cast tightly against the 9 existing shoring,extending well beyond the portal to be cut in the shoring, so that 10 groundwater cannot flow along the shoring and enter the portal. Any grout/soil- 11 cement strength must also be carefully controlled to allow the tunneling equipment to 12 efficiently excavate it. 13 B. Reference Documents: 14 1. "Geotechnical Engineering Report—TRV Channel Segment Utility Relocations,Part 04 15 Segment B,Fort Worth,Texas", G&AI Project No. 13-0466,November 21,2014. 16 1.4 SUBMITTALS 17 A. Submittals shall be made in accordance with Section 0133 00. 18 B. All subtnittals shall be approved by the City prior to construction. 19 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 20 A. Portal Stabilization: 21 1. Provide a description of the methods to be used for each portal stabilization technique 22 proposed. Provide shop drawings showing the details and dimensions of each 23 stabilization system and full narrative describing the procedures. 24 2. Provide a list of which portal stabilization method will be used at each shaft location. 25 3. Provide a description of the secondary or remedial methods that will be employed if the 26 initial stabilization efforts fail to achieve the required stabilization as described in 27 Paragraph 3.4.A.3.c 28 4. Provide mix designs for any concrete or grout proposed as a part of the portal 29 stabilization work. 30 1.6 CLOSEOUT SUBMITTALS [NOT USED] 31 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.8 QUALITY ASSURANCE [NOT USED] 33 1.9 DELIVERY, STORAGE,AND HANDLING [NOT USED] 34 L10 FIELD [SITE] CONDITIONS [NOT USED] 35 1.11 WARRANTY [NOT USED] 36 PART 2- PRODUCTS 37 2.1 CITY-FURNISHED [OR] CITY SUPPLIED PRODUCTS [NOT USED] 38 2.2 MATERIALS 39 A. Design Criteria: CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 43 PORTAL STABILIZATION Page 3 of 5 1 1. The Contractor shall provide portal stabilization to prevent soil/rock inflows and to 2 control groundwater inflows during launch and retrieval of the tunneling equipment 3 for all shaft locations. 4 2. Portal stabilization methods shall ensure that no soil/rock and no more than 5 gpm of 5 water enters the shaft when creating portals for the launch or retrieval of the tunneling 6 equipment,as described in Paragraph 3.4.A.3.c. 7 3. The Contractor may accomplish portal stabilization by the use of ground improvement, 8 the guillotine wall(double-wall)method,methods integral to the shoring system(such 9 as for auger-drilled shafts and secant piles)or by other Contractor suggested methods, 10 subject to the requirements of these Specifications and the City's written approval. 11 Multiple options for achieving portal stabilization,including consideration of 12 Contractor-suggested methods,are presented to allow flexibility for Contractor 13 preference. Not all methods listed are appropriate for all ground conditions. It is the 14 sole responsibility of the Contractor to choose portal stabilization methods that are 15 appropriate for the ground conditions at each shaft. 16 4. Grout: 17 a. The minimum 24-hour compressive strength shall be at least 10 psi. 18 b. The maximum 28-day compressive strength of any grout used or soil-cement 19 created shall not exceed 150 psi. 20 c. Additionally, the cured grout or soil-cement shall be of a strength that can be 21 efficiently excavated by the tunneling equipment without damage to the 22 equipment. 23 5. Guillotine Wall(Double-Wall)Method: 24 a. The guillotine wall shall extend not less than three(3)feet beyond the maximum 25 portal dimensions to be opened in the primary shoring system,in all directions. 26 b. The contractor shall inject contact grout between the primary shoring system and 27 the guillotine wall, as necessary,to stabilize the soil between and to seal any 28 voids that will allow groundwater flow into the shaft,before opening tunnel 29 portals. 30 6. Ground Improvement Method: 31 a. Choose ground improvement methods that will achieve the stability specified 32 herein, in the ground conditions described in the Geotechnical Engineering 33 Reports, for each shaft location. 34 b. The prism of improved ground shall extend not less than three(3)feet beyond the 35 maximum portal dimensions to be opened in the primary shoring system, in all 36 directions. 37 2.3 ACCESSORIES [NOT USED] 38 2.4 SOURCE QUALITY CONTROL [NOT USED] 39 PART 3- EXECUTION 40 3.1 INSTALLERS [NOT USED] 41 3.2 EXAMINATION [NOT USED] 42 3.3 PREPARATION [NOT USED] 43 3.4 INSTALLATION CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 43 PORTAL STABILIZATION Page 4 of 5 1 A. General: 2 1. Guillotine Wall Methods: 3 a. The Contractor shall visually verify the location of all utilities that may cross, or 4 are within 5 feet adjacent to the location of guillotine shoring before 5 commencing installation. 6 b. Pre-drilling of the soils may be necessary to install guillotine shoring to the 7 required depths. 8 c. Guillotine shoring shall be completely removed after the tunneling equipment has 9 been seated in the shaft seal. 10 2. Ground Improvement Methods: 11 a. Prisms of improved ground shall be installed in full contact with the shoring to 12 prevent uncontrolled groundwater flow along the shoring face and into the 13 portals. 14 b. If ground improvement cannot be performed tight against the shoring face, 15 supplemental contact grouting shall be used to achieve control of groundwater 16 inflows. 17 3. Verification of Stability: 18 a. The Contractor shall stabilize the soils at all tunnel portal locations to prevent the 19 inflow of weak,raveling, running,or flowing soils or rock and to control 20 groundwater inflows. 21 b. The Contractor shall confirm that the ground has been stabilized to the extent that 22 ground will remain stable without movement of soil/rock or water while the 23 entry/exit location shoring is removed and while the tunneling equipment is 24 being launched or received into a shaft or during jacking operations. 25 c. The progressive steps identified below shall be used to confirm suitable 26 stabilization has been achieved for all shaft types and entry/exit locations: 27 1.) After the Contractor believes he has stabilized the ground sufficiently outside 28 a given shaft seal,the Contractor shall demonstrate the stability of the ground 29 by cutting a 3-inch diameter hole in the shoring wall near the center of the 30 bore. 31 a) If no soil/rock and less than 5 gpm of water enters the shaft,the 32 Contractor may progress to the next demonstration step. 33 b) If soil/rock or more than 5 gpm of water enter into the shaft,the 34 Contractor shall seal the demonstration hole and further stabilize the 35 ground before repeating the demonstration step. 36 2.) After successful completion of the first demonstration step,the Contractor 37 shall demonstrate the stability of the ground by cutting a 12-inch diameter 38 hole in the shoring wall at the location of previous demonstration hole. 39 a) If no soil/rock and less than 5 gpm of water enters the shaft,the 40 Contractor may progress to the next demonstration step. 41 b) If soil/rock or more than 5 gpm of water enters the shaft,the Contractor 42 shall seal the demonstration hole and further stabilize the ground before 43 repeating the demonstration step. 44 3.) After successful completion of the first two demonstrations steps, and if the 45 Contractor believes the portal stabilization work is sufficient,the Contractor 46 may proceed with remainder of the shaft wall penetration procedures. 47 4.) Successful completion of shaft wall penetrations and related activities 48 necessary to demonstrate such shall be at the Contractor's sole expense. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 43 PORTAL STABILIZATION " Page 5 of 5 1 3.5 CLEANUP AND RESTORATION [NOT USED] 2 3.6 RE-INSTALLATION [NOT USED] 3 3.7 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 [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 11 12 END OF SECTION CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 04 44 SETTLEMENT MONITORING Page 1 of 6 1 SECTION 33 04 44 2 SETTLEMENT MONITORING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnishing, installing,and monitoring settlement instrumentation for measuring 7 ground movements around and above trenchless construction operations. The Work 8 includes,but is not limited to: installing surface monitoring points, installing 9 subsurface monitoring points, furnishing monitoring equipment, and recording 10 observations and measurements from the monitoring points on a periodic basis before, 11 during,and after trenchless construction. 12 B. 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. 33 05 45—Contact Grouting 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 by other than open cut 20 construction,or Tunnel Liner Plate by other than open cut construction. 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 Steel Casing,or By Other than Open Cut installation of Tunnel 25 Liner Plate,to be completed in place,and no other compensation will be allowed. 26 1.3 REFERENCES 27 A. Definitions: 28 1. Surface Monitoring Points: A marking established as a baseline for measuring 29 elevation of the ground surface using optical survey methods. 30 2. Subsurface Monitoring Point: A cased borehole settlement monitoring point located 31 above the tunnel crown used for detecting settlement between the location of the 32 settlement point and the tunnel excavation. 33 B. Reference Documents: 34 1. "Geotechnical Engineering Report—TRV Channel Segment Utility Relocations, Part 35 04 Segment B,Fort Worth,Texas", G&AI Project No. 13-0466,November 21, 2014. 36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 37 1.5 SUBMITTALS 38 A. Submittals shall be made in accordance with Section 0133 00. 39 B. All submittals shall be approved by the City prior to delivery. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 04 44 SETTLEMENT MONITORING Page 2 of 6 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Qualifications: 3 1. Submit surveying personnel qualifications in accordance with the requirements herein. 4 B. Shop Drawings: 5 1. Submit the following, at least one(1)month before scheduled installation of 6 monitoring points: 7 a. Instrumentation Schedule: Submit the proposed schedule for installing the 8 surface and subsurface monitoring points. 9 b. Description of methods and materials for installing and protecting surface and 10 subsurface monitoring points. 11 C. Drawings with locations of proposed monitoring points shown in plan and 12 profile. 13 C. Reports and Records: 14 1. The Contractor shall submit all reports of monitoring data to the City. 15 2. Within 72 hours following installation of the instruments, submit: 16 a. Drawings showing the actual as-built installed location 17 b. Instrument identification number 18 C. Instrument type 19 d. Installation date and time 20 e. Tip elevation and instrument length. 21 f. Include details of installed instruments,accessories and protective measures 22 including all dimensions and materials used. 23 3. Submit surveyed baseline measurements of all monitoring points at least seven(7) 24 days prior to commencing excavation to establish baseline readings. 25 4. Submit surveyed measurements of monitoring points during and after construction in 26 accordance with Part 3 of this Specification. 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Surveyor Qualifications: All surveying shall be performed by a land Surveyor licensed in 31 the State of Texas with previous experience surveying for the detection of surface 32 deformations. 33 B. Should actual field conditions prevent installation of instruments at the location shown on 34 the Drawings or specified herein,obtain written acceptance from the City for new 35 instrument location and elevation. 36 C. Surveying for monitoring settlement instrumentation shall be referenced to the same control 37 points and benchmarks established for setting out the Work. Control points shall be tied to CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 04 44 SETTLEMENT MONITORING Page 3 of 6 1 benchmarks and other monuments outside of the zone of influence of the excavation or 2 trenchless construction. 3 D. Installation of instrumentation shall,at all times,be performed in the presence of the City. 4 E. Contractor shall provide access and assistance to the City for obtaining supplemental 5 monitoring data, as requested by City. 6 F. Provide data from readings of all monitoring points to the City within 24 hours of reading. 7 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2- PRODUCTS 11 2.1 CITY-FURNISHED [OR] CITY-SUPPLIED PRODUCTS [NOT USED] 12 2.2 MATERIALS 13 A. Surface Monitoring Points: 14 1. Surface monitoring points shall be established by an inscribed marking or approved 15 surveyor's nail driven flush with the surface in asphalt or concrete paved areas. 16 2. In landscaped areas,surface monitoring points shall be established by driving a 0.5- 17 inch steel rod driven a minimum of 18-inches until flush with the ground. The stake 18 shall be driven to a depth required to provide a stable monitoring point given the soil 19 conditions. 20 3. Each monitoring point shall have a tag or marking indicating the station and offset 21 from centerline. 22 B. Subsurface Monitoring Points: 23 1. Subsurface Monitoring Points shall be established and installed as indicated on the 24 Drawings. 25 2. Each point shall consist of a#6 rebar settlement rod installed within, and isolated 26 from, a PVC-cased borehole.The settlement rod shall be driven 6 to 12 inches past the 27 bottom of the borehole casing into undisturbed ground,and the tips shall be located at 28 five feet above the pipe crown centerline as noted on the Drawings,or as directed by 29 the City. The settlement rod shall be secured to the PVC casing with a 12-inch length 30 of loose cable or chain to prevent the rod from falling more than approximately 12 31 inches. The casing shall be flush with pavement or recessed,and capped and protected 32 with a road box if installed within traffic lanes, shoulders,parking lots, or bike lanes 33 and shall be in accordance with applicable permit requirements. 34 C. Design Criteria: 35 1. Any ground movements(settlement/heave)shall be limited to values that do not cause 36 damage to adjacent utilities and facilities. In no case shall settlements exceed the 37 applicable values listed in Table 1 below. 38 Table 1—Maximum Allowable Settlement/Heave Values CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 04 44 SETTLEMENT MONITORING Page 4 of 6 Site Feature Allowable Settlement/Heave (inches) Levee Crests 0.25 Levee Toes 0.50 Surface Streets 0.50 Underground Utilities 1.00 Unimproved Ground 3.00 1 2 PART 3- EXECUTION 3 3.1 INSTALLERS [NOT USED] 4 3.2 EXAMINATION [NOT USED[ 5 3.3 PREPARATION 6 3.4 INSTALLATION 7 A. General: 8 1. Install all monitoring points and instrumentation within one-half(0.5)foot of the 9 horizontal and vertical location shown on the Drawings or as directed by the City. 10 Additional surface monitoring points may be required and shall be installed as 11 directed by the City. 12 2. Instrumentation shall be installed at the locations shown on the Drawings, and as 13 approved by the City. Instruments shall be installed in accordance with the approved 14 installation schedule. 15 3. The Contractor shall locate conduits and underground utilities in all areas where 16 borings are to be drilled and instruments installed. Instrument locations shall be 17 modified,as approved by the City,to avoid interference with the existing conduit and 18 utilities. The Contractor shall repair damage to existing utilities resulting from 19 instrument installations. 20 4. Contractor shall install and perform a baseline survey of all surface and subsurface 21 settlement monitoring devices at least 7 days prior to excavation or trenchless 22 construction. 23 B. Monitoring Frequency: 24 1. Surface Monitoring Points: Initial survey measurements shall be obtained prior to any 25 excavation and daily after beginning excavation,or trenchless construction. 26 2. Subsurface Monitoring Points: Once trenchless construction begins,subsurface 27 monitoring points within 50 feet of the tunnel face shall be surveyed once for every 10 28 feet of tunnel progress,and at least once daily. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 04 44 SETTLEMENT MONITORING Page 5 of 6 1 3. All monitoring points shall be surveyed at least once per day during trenchless 2 construction operations. Once these operations are complete, all settlement 3 monitoring devices shall be surveyed once per day for the first seven days,once at 14 4 days,and once at 30 days after completion of the trenchless work. 5 C. Surface Monitoring Points: 6 1. Establish a system of surface monitoring points. Monitoring point locations are 7 shown on the Drawings. Up to four(4)additional monitoring point locations shall be 8 determined jointly by the City and Contractor in the field prior to construction. 9 2. Surveying of surface monitoring points shall consist of determining the elevation of 10 each monitoring point with respect to a benchmark selected by the City to a precision 11 of 0.01 foot. 12 D. Subsurface Monitoring Points: 13 1. Notify the City at least 7 days in advance of installing subsurface monitoring points. 14 2. The subsurface monitoring points shall be installed as close as practicable to the 15 locations shown on the Drawings. The City may modify subsurface monitoring point 16 locations depending on field conditions, conflicting utilities,and monitoring 17 objectives. 18 3. Locate and confirm all utilities and protect utilities or relocate monitoring points as 19 necessary to protect all utilities. Follow State laws and accepted industry procedures 20 for one-call notification and visual confirmation of locations of all crossing or 21 adjacent utilities. 22 4. Subsurface monitoring point installations shall be completed at least 7 days in 23 advance of commencing shaft construction,or trenchless construction. 24 5. Conduct drilling operations using appropriate methods that are consistent with 25 anticipated geologic conditions. Use mud rotary wash methods or provide casing as 26 required to hold drill hole open. 27 6. Subsurface monitoring rods shall move freely with the soil at the tip and shall be 28 isolated from the soil surrounding the borehole by the casing. 29 7. Protection: Install protective housing with cap. Protective housing shall be installed 30 within a flush-mounted precast concrete box or vault if in traffic lanes or paved areas, 31 so as not to obstruct vehicle or foot traffic,and shall be in accordance with TNDOT 32 standards and permit requirements. 33 8. Surveying of subsurface monitoring points shall consist of determining the elevation 34 of each monitoring rod with respect to a benchmark selected by the City to a precision 35 of 0.01 foot. 36 9. All instrumentation shall remain the property of the Contractor following completion 37 of the Work,and shall be removed or abandoned according to applicable codes and 38 standards, unless otherwise noted. 39 E. Instrument Protection,Maintenance and Repair: 40 1. Protect the instruments and surface control points from damage. Damaged 41 installations shall be replaced or repaired prior to continuing excavation,or trenchless 42 construction,unless permitted otherwise in writing by the City. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 04 44 SETTLEMENT MONITORING Page 6 of 6 1 F. Abandonment of Instruments: 2 1. Surface Monitoring Points: 3 a. All surface monitoring points on public property shall remain in place at the 4 completion of the Work. 5 b. Remove all surface monitoring points on private property during the cleanup 6 and restoration work, or as required by the City. 7 2. Subsurface Monitoring Points: 8 a. Properly abandon all monitoring point boreholes,by removing the rebar and 9 then grouting the drilled holes. 10 b. Subsurface monitoring points shall be abandoned at the conclusion of the 11 monitoring phase(See Section 3.4 B 3)as described in 33 05 45—Contact 12 Grouting,or as required by the City. 13 C. Remove flush mounted surface boxes and restore surface to original condition. 14 3.5 CLEANUP AND RESTORATION 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 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 [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 CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 45 CONTACT GROUTING Page 1 of 7 1 SECTION 33 05 45 2 CONTACT GROUTING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Minimum requirements for contact grouting of all voids caused or encountered during 7 casing installation,the annular space outside the jacking or product pipe after 8 trenchless installations are complete, around shafts as necessary to prevent surface 9 settlement,as necessary to complete portal stabilization work, and for abandonment 10 grouting of boreholes for subsurface monitoring points after trenchless construction is 11 complete. 12 B. 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. 33 05 43—Portal Stabilization 16 4. 33 05 44—Settlement Monitoring 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment: 19 1. Measurement: 20 a. This item is considered subsidiary to Steel Casing Pipe construction or Tunnel 21 Liner Plate construction 22 2. Payment: 23 a. The work performed and materials furnished in accordance with this item are 24 considered subsidiary to the unit price bid per linear foot of By Other than Open 25 Cut installation of Steel Casing or Tunnel Liner Plate to be completed in place, and 26 no other compensation will be allowed. 27 1.3 REFERENCES 28 A. Reference Standards: 29 1. Reference standards cited in this Specification refer to the current reference standard 30 published at the time of the latest revision date logged at the end of this Specification, 31 unless a date is specifically cited 32 2. American Society for Testing and Materials(ASTM) 33 a. C 31 Standard Practice for Making and Curing Concrete Test Specimens in the 34 Field 35 b. C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete 36 Specimens 37 c. C 94 Standard Specification for Ready-Mixed Concrete 38 d. C 109 Standard Test Method for Compressive Strength of Hydraulic Cement 39 Mortars(Using 2-inch Cube Specimens) 40 e. C 144 Standard Specification for Aggregate for Masonry Mortar 41 f. C 150 Standard Specification for Portland Cement CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 45 CONTACT GROUTING Page 2 of 7 1 g. C 937 Standard Specification for Grout Fluidifier for Preplaced-Aggregate 2 Concrete 3 B. Reference Documents: 4 1. "Geotechnical Engineering Report—TRV Channel Segment Utility Relocations,Part 5 04 Segment B,Fort Worth,Texas",G&AI Project No. 13-0466,November 21,2014. 6 1.4 ADMINISTRATIVE REQUIREMENTS 7 A. All grouting operations are to be performed in the presence of the City. 8 B. Notify the City at least 24 hours in advance of starting contact grouting operations 9 1.5 SUBMITTALS 10 A. Submittals shall be made in accordance with Section 0133 00. 11 B. All submittals shall be approved by the City prior to construction. 12 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 13 A. Work Plan and Methods: 14 1. Submit a work plan for each type of contact grouting required, including: 15 a. Contact grouting methods and details of equipment 16 b. Grouting procedures and sequences 17 c. Injection pressures 18 d. Monitoring and recording equipment 19 e. Methods of controlling grout pressure 20 f. Pressure gauge calibration data 21 2. Submit details of grout mix proportions,including: 22 a. Laboratory test data verifying the strength of the proposed grout mix 23 b. Admixtures,including manufacturer's literature 24 c. MSDS sheets 25 B. Reports and Records: 26 1. Maintain and submit daily logs of grouting operations, including: 27 a. Grouting locations,pressures,volumes,grout mix pumped,time of pumping,and 28 any problems or unusual observations on logs. 29 C. Grout Strength Tests: 30 1. Submit test results for 24-hour and 28-day compressive strength tests for the cylinder 31 molds or grout cubes obtained during grouting operations. 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE 35 A. Grout Strength Tests: 36 1. Prepare samples for 24-hour and 28-day compressive strength tests according to 37 ASTM C31 for cylinders or ASTM C109 for cubes. 38 2. Test samples according to ASTM C39 or C109 as applicable. 39 3. Grout for the cylinders or cubes shall be taken from the nozzle of the grout injection 40 line. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 45 CONTACT GROUTING Page 3 of 7 1 4. Collect at least one set of four(4)samples for each 500 cubic feet of grout injected but 2 not less than one set for each grouting shift, unless directed in writing otherwise by 3 the City. 4 1.10 DELIVIERY, STORAGE,AND HANDLING [NOT USED] 5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 6 1.12 WARRANTY [NOT USED] 7 PART 2- PRODUCTS 8 2.1 CITY-FURNISHED [OR] CITY-SUPPLIED PRODUCTS [NOT USED] 9 2.2 MATERIALS 10 A. Materials: 11 1. Cement: Cement shall be Type I1 or Type V Portland cement conforming to ASTM C 12 150. 13 2. Bentonite: Bentonite shall be a commercially processed powdered bentonite, 14 Wyoming type,such as Imacco-gel,Black Hills,or equal. 15 3. Fluidifier: Fluidifiers shall hold the solid constituents of the grout in colloidal 16 suspension,be compatible with the cement and water used in the grouting work,and 17 comply with the requirements of ASTM C 937. 18 4. Admixtures: Other admixtures may be used subject to the written approval of the City 19 to improve the pumpability,to control set time,to hold sand in suspension,and to f 20 prevent segregation and bleeding. 21 B. Equipment: 22 1. Equipment for mixing and injecting grout shall be adequate to satisfactorily mix and 23 agitate the grout and force it into the grout ports, in a continuous flow at the desired 24 pressure. Pumps shall be capable of continuously developing a sustained pressure of 25 15 psi in excess of existing groundwater pressures at the grout port connection. 26 2. Two pressure gauges shall be provided,one at the grout pump and one at the collar of 27 each port being grouted. The accuracy of the gauges shall be periodically checked 28 with an accurately calibrated pressure gauge. A minimum of two spare pressure 29 gauges shall be available on site at all times. 30 3. The grouting equipment shall be provided with a meter to determine the volume of 31 grout injected. The meter shall be calibrated in cubic feet to the nearest one-tenth of a 32 cubic foot. 33 4. The grouting equipment shall be maintained in satisfactory operating condition 34 throughout the course of the work to ensure continuous and efficient performance 35 during grouting operations. 36 5. Suitable stop valves shall be provided at the collar of each port for use in maintaining 37 pressure as required until the grout has set. 38 6. Grout hoses shall have an inside diameter not less than 1-1/2 inches and shall be 39 capable of withstanding the maximum water and grout pressures to be used. 40 C. Design Criteria: 41 1. Contact grout shall be used to fill any voids caused or encountered outside the 42 casing pipe;to fill the annular space created by the shield overcut during trenchless CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 45 CONTACT GROUTING Page 4 of 7 1 construction;to fill any voids caused or encountered outside of shafts; as necessary 2 for portal stabilization; and for abandonment of subsurface monitoring point 3 boreholes. 4 2. Grout Mixes:. 5 a. Develop one or more grout mixes designed to completely fill the voids outside the 6 casing, product pipe,or shafts and to provide acceptable strength to prevent 7 settlement. 8 b. Grout used outside shaft excavations shall be of a strength that allows for efficient 9 excavation by the tunneling equipment. 10 c. Determine 24-hour and 28-day strength of each grout mix in accordance with 11 ASTM C39 or C109. 12 d. All grout tnix proportions shall be subject to review and acceptance by the City. 13 3. Grout Composition: 14 a. Grout shall consist of Portland cement,bentonite,fluidifier as necessary,and water 15 in the proportions specified herein or as approved by the City. 16 b. Sand may be added to the grout mix in instances of very high grout takes,as 17 approved in writing by the City. The addition of sand may require additional water 18 or fluidifier to be added to the grout mix. 19 4. Compressive Strength: 20 a. The minimum compressive strength at 24 hours shall be 10 psi. 21 b. The minimum compressive strength at 28 days shall be 50 psi. 22 c. The grouting contractor shall coordinate with the trenchless subcontractor to 23 ensure that the maxitnum anticipated grout strength can be efficiently excavated by 24 the tunneling equipment without damaging the equipment or causing excessive 25 wear of cutting tools. 26 PART 3- EXECUTION 27 3.1 INSTALLERS [NOT USED] 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION 30 A. Grouting shall not begin until the following have been completed . 31 1. All required submittals have been made and the City has reviewed and accepted all 32 submittals in accordance with Section 01 33 00-Submittals. 33 3.4 EXECUTION 34 A. General: 35 1. The Contractor shall use contact grouting to fill any voids caused or encountered 36 during shaft construction that could lead to shaft movements during trenchless 37 operations, or that could lead to settlement and damage of installed pipe,surface 38 features,or subsurface utilities. 39 2. The Contractor shall use contact grouting to completely fill the void space outside the 40 jacking pipe caused by the trenchless operations(including overcut),and any voids 41 caused or encountered during the trenchless construction. 42 3. The Contractor shall use contact grouting as necessary to compete portal stabilization 43 work in accordance with this Specification and 33 05 43—Portal Stabilization. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 45 CONTACT GROUTING Page 5 of 7 1 4. The Contractor shall use contact grouting to fill and abandon boreholes for subsurface 2 monitoring points as noted in 33 05 44—Settlement Monitoring. 3 5. Spills: 4 a. The Contractor shall take care to prevent the spill or escape of grout to the ground 5 surface,into any water body,or into any sanitary or storm sewer. 6 b. The Contractor shall closely monitor grouting operations to detect any spills or 7 escape of grout to the surface or into any water body,sanitary sewer, or storm 8 sewer. 9 c. Any such spill shall be immediately contained and cleaned up by the Contractor at 10 no additional cost. 11 6. During grouting work,provide for adequate disposal of all waste and wastewater. 12 Remove and properly dispose of all waste grout resulting from grouting operations. 13 The contents of grout lines shall not be discharged into the pipe,sanitary sewers, 14 storm drains,or water bodies. 15 B. Mixing and Injection of Grout: 16 1. All materials shall be free of lumps when put into the mixer and the grout mix shall be 17 continuously agitated. 18 2. Grout shall flow unimpeded and shall completely fill all voids. 19 3. Grout not injected within 90 minutes of mixing shall be wasted. 20 4. The grouting process shall be operated and controlled so that the grout is delivered 21 uniformly and steadily. 22 5. Recirculate grout mixes when any new mix is batched or after adding water, fluidifier, 23 or sand to mix. Recirculate mix for at least 2 minutes prior to pumping grout into 24 grout port. 25 6. In general,grouting will be considered completed when less than one cubic foot of 26 grout of the accepted mix and consistency can be pumped in 5 minutes under the 27 specified maximum pressure. 28 7. After the grouting is finished,the valve shall be closed before the grout header is 29 removed,and remain closed until grout has set. 30 8. For any port ahead of the grouting operation,with a valve attached,and the valve in 31 the open position;the current port shall be considered grouted if grout issues forth, 32 from the subsequent port, with the same color and consistency,and at the same rate as 33 that being pumped. 34 9. Replace grout plugs in pipe at the completion of grouting. 35 C. Contact Grouting of Shafts: 36 1. Commence contact grouting of shafts after completion of each shaft,and before 37 trenchless construction begins. 38 2. Inject grout through vertical or inclined holes drilled from the ground surface to 39 intersect the known or suspected void. Alternatively,drill grout holes horizontally 40 through shaft support elements into the soil to intersect the known or suspected void. 41 Holes shall be sufficiently close to ensure all voids are completely filled. 42 3. Install check valve and grout nipple in each hole drilled. 43 4. Inject grout through each grout nipple until completion,as defined in Paragraphs 3.4 44 B 6 through 9. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 45 CONTACT GROUTING Page 6 of 7 1 5. The City may direct Contractor to drill and grout additional holes if the grouting 2 operation has not, in the judgment of the City,achieved satisfactory filling of known 3 or suspected voids. 4 D. Contact Grouting Outside of Steel Casing: 5 1. Commence contact grouting outside of the casing pipe within 48 hours following the 6 completion of each drive. 7 2. Grout ports shall be provided in casing pipes at intervals not greater than 10 feet. 8 3. Grout ports shall be threaded to accept valve fittings and plugs. 9 4. An attempt shall be made to hook-up and pump grout at every port or coupling unless 10 approval is granted by the City in writing to omit grouting of selected ports. 11 5. Before attempting to grout a port the Contractor shall insert a long rod through the 12 port to clean the area outside the grout port of loose soil and to provide a path for 13 grout to travel. 14 6. Inject grout through the grout connections in such a manner as to completely fill all 15 voids outside the pipe resulting from,or encountered during,trenchless operations. 16 7. Grout pressure shall be controlled to avoid damaging the pipe and to avoid movement 17 of the surrounding ground or improvements. 18 8. Grouting shall generally progress sequentially in a constant upgradient direction from 19 one grout port to the next grout port in the sequence indicated in the approved 20 submittals. 21 9. At all times during the grouting operations, sufficient contact grout ports ahead of the 22 port to be grouted shall be cleaned and ready for grouting. Valves or other suitable 23 devices shall be attached and placed in the fully open position on all ungrouted ports 24 within the maximum grout communication distance, as determined by the Contractor 25 and accepted by the City. 26 10. For any port ahead of the grouting operation,with a valve attached,and the valve in 27 the open position, such port shall be considered grouted if grout issues forth of the 28 same consistency and color, and at the same rate as that being pumped. 29 11. Replace grout plugs in pipe at the completion of grouting. 30 12. Pipe grout fittings shall be sealed with screw type plugs upon completion of grouting. 31 E. Contact Grouting of Subsurface Settlement Point Boreholes: 32 1. After all settlement monitoring measurements have been completed,monitoring point 33 borehole casings shall be grouted. 34 2. Inject grout into each casing until filled. 35 3. Grout may be injected by gravity flow,through a tremie pipe, or by attaching a valve 36 and nipple at the casing collar. 37 3.5 CLEANUP AND RESTORATION 38 A. Cleanup: 39 1. After completion of contact grouting,all related construction debris,grout,oil,grease, 40 and all other materials shall be removed from the jacking pipe,jacking and receiving 41 shafts,and all Contractor work areas. CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 33 05 45 CONTACT GROUTING Page 7 of 7 1 3.6 RE-INSTALLATION [NOT USED] 2 3.7 SITE QUALITY CONTROL [NOT USED] 3 3.8 SYSTEM STARTUP [NOT USED] 4 3.9 ADJUSTING [NOT USED] 5 3.10 CLEANING [NOT USED] 6 3.11 CLOSEOUT [NOT USED] 7 3.12 PROTECTION [NOT USED] 8 3.13 MAINTENANCE [NOT USED] 9 3.14 ATTACHMENTS [NOT USED] 10 11 END OF SECTION 12 CITY OF FORT WORTH TRV—Part 4—Channel Segment B WATER DEPARTMENT Water and Sanitary Sewer Relocations City Project No.00969 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.06 Hazardous Environmental Conditions at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements SWFP 1150-2-1 Criteria for Design and Construction within the Limits of Existing Federal Projects CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 AFTER RECORDING,RETURN TO: City of Fort Worth,Texas 1000 Thiockmorton Fort Worth,Texas 76102 Attention: Real Property Management NOTICE OF CONFIDENTIALITY RIGHTS: IF VOLT 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. SANITARY SEWER PIPELINE EASEMENT AND RIGHT-OF-WAY AGREEMENT STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TARRANT THAT TARRANT RE,GIONAL WATER DISTRICT, A Water Control and Improvement District, a body politic and corporate under the laws of the State of Texas, whose mailing address is P. O. Box 4508, Fort Worth, Texas 76164-0508 (herein called "Grantor"), for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable consideration to Grantor in hand paid by the CITY OF FORT WORTH, TEXAS, a municipal corporation of Tarrant County, Texas, whose mailing address is 1000 Throckmorton, Fort Worth, Texas 76102; Attention: Real Property Management (herein called "Grantee"), the receipt of which is hereby acknowledged, has BARGAINED, GRANTED, AND CONVEYED, and by these presents does BARGAIN, GRANT,AND CONVEY,unto the said Grantee a variable width easement and right-of-way(the "Easement") for the purposes hereinafter described under and across the lands that are described by metes and bounds on Exhibit "A" attached hereto and incorporated herein for all purposes and depicted on Exhibit"B" attached hereto and incorporated herein for all purposes(the"Land"). The terms and conditions of this Sanitary Sewer Pipeline Easement and Right-of-Way Agreement are as follows: 1. Permitted Use. The Land shall be used by Grantee only for the construction, reconstruction, installation, reinstallation, operation, maintenance, inspection, alteration, replacement; repair, relocation within the Easement, and removal of one twenty-four inch (24") pipeline, and necessary appurtenant facilities (collectively,the"Facilities"),for the transportation of effluent. No building, structure, or improvement other than the Facilities shall be placed, constructed, or maintained in, on,or under the Land. 2. Pipeline to be Buried. Grantee shall bury the sanitary sewer pipeline to be installed hereunder a sufficient depth below the surface of the ground so that the top of said pipeline shall be not less than thirty-six (36) inches below the presently existing surface of the ground; and when digging the ditch for said pipeline; Grantee shall separate the topsoil from the subsoil, as nearly as -1- possible, and when backfilling said ditch, Grantee shall place the subsoil back into the ditch first and the topsoil last. 3. Approval of Plans. All facilities authorized hereunder shall be constructed pursuant to plans and specifications (the "Plans') to be submitted to Grantor prior to the commencement of construction. No operations relating to the construction of the Facilities shall be commenced until the Plans therefor have been submitted to and approved in writing by Grantor. Grantor, by giving such approval, shall not assume any responsibility or liability with respect to such Plans. 4. Reservation of Minerals. There is reserved to Grantor, its successors and assigns, and not conveyed hereby, all of the oil,gas, sulphur and other minerals in, on or under the Land,but Grantor waives all rights of ingress and egress to the surface of the Land for the purpose of exploring, developing, mining, or drilling therefor; it being specifically agreed that no operation relating to such mineral reservation will be conducted on the surface of the Land. The foregoing waiver of surface rights shall not be construed to prohibit Grantor from using the surface of any lands other than the Land for activities related to the development or production of the oil, gas, sulphur and other minerals in and under the Land nor shall such waiver be construed to prevent Grantor fiom developing or producing the oil, gas, sulphur and other minerals in and under the Land by pooling or directional drilling under the Land from well sites located on lands other than the Land. Notwithstanding the foregoing reservation, Grantee shall have the right and privilege to own, use and remove from the Land all sand, gravel, dirt; rock and other similar-materials as may be necessary in exercising the rights granted herein. 5. Performance of Work. All work done in connection with the Easement shall be performed in accordance with the Plans and as expeditiously as possible so as not to interfere unreasonably with the use and occupancy of the Land by Grantor, its agents, representatives, employees, licensees, and invitees. 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 properly and promptly in order to minimize disruption or inconvenience. Grantee shall construct and operate the Facilities at its sole cost and expense. Grantee shall perform all work necessary in connection with the construction,reconstruction,installation,reinstallation,operation,maintenance, inspection, alteration, replacement, repair, relocation within the Easement, and/or removal of such Facilities in a good and workmanlike manner in conformance with sound and accepted engineering practices. After any disturbance of the surface of the Land for any purpose authorized hereunder (whether in connection with initial construction or installation; any reconstruction or reinstallation; any replacement or alteration; any operation, maintenance or repair; any survey or inspection; any relocation within the Easement; removal; or otherwise), Grantee shall restore such surface to the same condition as existed before any such disturbance. Further,if any improvements of Grantor are disturbed, damaged, or destroyed by the operations of Grantee 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. The Facilities shall at all times be constructed,kept, operated, and maintained in a safe condition and in full compliance with all applicable federal, state, municipal,and other laws, statutes,regulations, ordinances, and orders. 6. Temporary Construction Easement. In addition to the Easement granted herein, Grantor hereby grants to Grantee a temporary construction easement (the "Temporary Construction -2- Easement") over and across the lands that are described by metes and bounds on Exhibits"C"&"E" attached hereto and incorporated herein for all purposes and depicted on Exhibits "D" & "F" attached hereto and incorporated herein for all purposes. The lauds within the Temporary Construction Easement are to be temporarily used solely in connection with the construction and installation of the Facilities. Upon the completion of the construction and installation of said Facilities, which shall be completed no later than two years from the effective date hereof, all rights granted within the Temporary Construction Easement shall cease, and all operations, maintenance, and repairs shall be confined to the Land. After any disturbance of the surface of the lands burdened by the Temporary Construction Easement for any purpose authorized hereunder, Grantee shall restore such surface to the same condition as existed before any such disturbance. Further, if any improvements of Grantor in the area covered by the Temporary Construction Easement are disturbed, damaged, or destroyed by the operations of Grantee hereunder, Grantee agrees to replace and restore such improvements to a condition at least as good as existed before any disturbance, damage, or destruction. 7. Removal or Relocation of Pipeline. In the event that the United States Amry Corps of Engineers or Grantor should require the removal or relocation of the Facilities in connection with the operation of the Fort Worth Floodway, Trinity River Vision Project, Central City Project, or any other public project of Grantor, Grantee agrees to perform such required removal or relocation promptly and agrees to be solely responsible for all costs and expenses associated therewith. Further, Grantee hereby releases, relinquishes, and discharges Grantor and the United States Army Corps of Engineers, and their respective officers, directors, agents, servants, employees, attorneys, successors, and assigns, from and against any and all liabilities, costs, or expenses resulting from, arising out of or in connection with, or relating to any required removal or relocation of the Facilities. 8. No Surface Improvements. Grantee agrees that no buildings, structures, or other appurtenances, other than an above-ground utility maker pole, shall be placed on or above the surface of the Land without the prior written consent of Grantor. 9. Reservations and Exceptions.to Grant. The Easement is expressly made subject to (i) any and all visible and apparent casements and rights-of-way over or across the Land,whether of record or not; (ii) any and all existing restrictions, reservations, covenants, conditions; oil and gas leases, mineral severances, and other instruments, other than conveyances of the surface fee estate, that affect the Land and are shown of record in Tarrant County, Texas; (iii) all reservations, restrictions, covenants, terms and conditions contained herein; and (iv) any and all zoning laws, regulations, and ordinances of municipal and other governmental authorities relating to the Land;but only to the extent that they are still in force and effect (collectively, the "Pennitted Exceptions"). Grantor hereby reserves to itself,its successors and assigns,the right to use and enjoy the surface and subsurface of the Land for any and all purposes so long as such use does not adversely interfere with the rights herein granted to Grantee, and provided further that the surface of the Land will not be used for mineral exploration or development. In addition to all other rights reserved herein and not in limitation thereof, Grantor specifically reserves the right of passage over the Land. 10. RELEASE. Grantee, on behalf of itself, its successors and assigns, hereby releases; relinquishes, and discharges, Grantor, and Grantor's officers; directors, agents, servants, employees, attorneys, successors, and assigns, from and against any and all claims, demands, liabilities, suits, causes of action, obligations, damages, injuries, losses; penalties, costs, (including, -3- without limitation, attorneys' fees, court costs, consultant fees, expert fees, and other litigation related expenses), of whatsoever kind or character, directly or indirectly resulting from, arising out of or in connection with, or relating to (i) any use or occupation of the Land by Grantee or any its officers, directors, agents, servants, employees, contractors, or subcontractors; (ii) any condition of the Land or any condition of the structures, equipment, facilities, or other improvements situated on or under the Land; (iii) any use or occupation of the lands burdened by the Temporary Construction Easement by Grantee or any of its officers, directors, agents, servants, employees, contractors, or subcontractors; (iv) any condition of the lands burdened by the Teniporaiy Construction Easement or any condition of the structures, equipment, facilities, or other improvements situated on or under the lands burdened by the Temporary Construction Easement; (v) the construction, installation, reconstruction, reinstallation, operation, maintenance; inspection, alteration, replacement, repair, relocation within the Easement or removal of any of the Facilities; (vi) any damage to or destruction of any of the Facilities from any cause whatsoever; and (vii) any removal or relocation of the Facilities, in whole or in part, that may be required in connection with the operation of the Fort Worth Floodway. This release extends to and includes any and all claims for bodily injury, death, sickness, disease,property damage or destruction, consequential damage, or economic loss caused to or suffered by any person or property, including Grantee, and Grantee's agents, servants, employees, contractors, successors or assigns, or any other person or entity. This release shall survive termination of the Easement. 11. Automatic Reverter. The Easement, and all rights and privileges granted herein, will automatically terminate if and when the Easement is no longer used for the purposes set out herein. In the event of such termination of use, Grantee agrees to execute and deliver to Grantor a document in recordable form releasing all of Grantee's rights hereunder, but the failure to execute and deliver such a Release shall not affect Grantor's ownership of the Land free and clear of any claims,rights,or privileges of Grantee. 12. Prohibition on Assignment. This Sanitary Sewer Pipeline Easement and Right-of- Way Agreement may not be assigned by Grantee, in whole or in part, without the prior written consent of Grantor. Any purported assignment without such written consent shall be void and of no force or effect. 13. Acceptance of Sanitary Sewer Pipeline Easement and Right-of-V a�Agreement. By signing this Sanitary Sewer Pipeline Easement and Right-of-Way Agreement, Grantee has agreed to and accepted the terms,conditions,benefits,and obligations contained herein. Grantor has agreed to grant the Easement in reliance upon Grantee's representation that Grantee agrees to and accepts the terms,conditions,benefits,and obligations contained herein. 14. Binding Effect. The terms and provisions of this Sanitary Sewer Pipeline Easement and Right-of-Way 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. 15. Entire Agreement. This Sanitary Sewer Pipeline Easement and Right-of-Way Agreement contauis 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. -4- 16. Amendments. No amendments, modifications, or revisions of this Sanitary Sewer Pipeline Easement and Right-of-Way 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, subject to the Permitted Exceptions and all other terns and conditions stated herein,unto the Grantee,the said City of Fort Worth,Texas,its successors and permitted 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 permitted 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 permitted 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 Permitted Exceptions, the automatic right of reverter and all other terms and conditions stated herein. EXECUTED this day of GRANTOR.: TRRANT REGIONAL WATER DISTRICT, a Water Control and Improvement District By: R. Steve Christian Real Property Director GRANTEE: CITY OF FORT WORTH, TEXAS By: Fernando Costa,Assistant City Manager APPROVED AS TO FORM AND LEGALITY By: Name: Title: Assistant City Attorney Date: -5- STATE OF TEXAS COUNTY OF TARRANT T The foregoing instillment was acknowledged before me on this day of ' 2015, by R. Steve Christian, Real Property Director of Tarrant Regional Water District,a Water Control and Improvement District, on behalf of said District. Notary Public, State of Texas Printed Name: My Commission Expires: S'T'ATE OF TEXAS COUNTY OF TARRANT The foregoing instrument was acknowledged before me on this day of ' 2015, by Fernando Costa, Assistant City Manager of the City of Fort Worth, Texas, a municipal corporation,on behalf of said City. Notary Public,State of Texas Printed Name: My Commission Expires: -6- WATER& SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT & THE TRINITY UPTOWN SERVICE AREA BRIDGE & CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER& SANI'T'ARY SEWER RELOCATIONS PARCEL No. 1-PE CI'T'Y PROJECT No. 00969 N.HOUSTON STREET,FORT WORTH,TEXAS JOHN BAUGH SURVEY,ABSTRACT No. 115 EXHIBIT "A" Being a permanent sanitary sewer easement situated in the John Baugh Survey, Abstract No. 115, City of Fort Worth, Tarrant County, Texas and being a portion of a tract of land deeded to Tarrant County Water Control and Improvement District No. One as recorded in Volume 2621, Page 482 of the Deed Records of Tarrant County, Texas, said permanent sanitary sewer easement being more particularly described by metes and bounds as follows: COMMENCING at a point for the most westerly southwest corner of a 2.18 acre tract of land (by deed) deeded to Texas Midstream Gas Services, L.L.C. as recorded in County Cleric's File No. D207367811 of said Deed Records of Tarrant County, Texas, said point being the most southerly corner of Lot A, Block One of Gifford-Hill & Co. Plant No. 41 Site, an addition to the City of Fore Worth, Tarrant County, Texas as recorded in Volume 388-133, Page 100 of the Plat Records of Tarrant County, Texas, said point also being in the northeasterly line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One, from which a 1/2 inch iron rod with cap stamped"RPLS 427"found for comer in the northwesterly line of said 2.18 acre tract of land and being in the southeasterly line of said Lot A bears North 27 degrees 20 minutes 35 seconds East, a distance of 36.00 feet and North 76 degrees 35 minutes 35 seconds East, a distance of 132.00 feet, and from which a 1/2 inch iron rod with cap stamped "Precise" found for corner in the northwesterly line of said 2.18 acre tract of land and being in the southeasterly line of said Lot A bears North 27 degrees 20 minutes 35 seconds East, a distance of 36.00 feet, North 76 degrees 35 minutes 35 seconds East, a distance of 132.00 feet, North 60 degrees 20 minutes 35 seconds East, a distance of 138.00 feet, and North 53 degrees 50 minutes 35 seconds East, a distance of 75.00 feet; THENCE South 54 degrees 16 minutes 23 seconds East, with the northeasterly line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One and with the southwesterly line of said 2.18 acre tract of land, a distance of 2.14.59 feet to the POINT OF BEGINNING of the herein described permanent sanitary sewer easement; THENCE South 54 degrees 16 minutes 23 seconds East, with the northeasterly line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One and with the southwesterly line of said 2.18 acre tract of land,passing at a distance of 12.25 feet, a 1/2 inch iron rod with cap stamped "Mustang" found for reference, in all, a distance of 43.11 feet to a point for comer; THENCE South 71 degrees 27 minutes 15 seconds West, a distance of 268.65 feet to a point for corner; Exhibit A Page 1 of 2 THENCE South 02 degrees 49 minutes 36 seconds East, a distance of 72.18 feet to a point for coiner in the northerly line of a 30.0' Sanitary Sewer Easement as recorded in Volume 12642, Page 905 of said Deed Records of Tarrant County, Texas; THENCE North 76 degrees 36 minutes 23 seconds West, with the northerly line of said 30.0' Sanitary Sewer Easement, a distance of 36.45 feet to a point for comer; THENCE North 02 degrees 49 minutes 36 seconds West, a distance of 88.51 feet to a point for comer; THENCE North 71 degrees 27 minutes 15 seconds East, a distance of 269.98 feet to the POINT OF BEGINNING and containing 12,238 square feet or 0,281 acres of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202. All distances and areas shown are surface utilizing a surface factor of 1.0001375289116. Date: March25, 2015(REVI) ot CURT6 swni Curtis Smith C, 5,01 A, Registered Professional Land Surveyor No. 5494 Texas Firm No. 10106900 Exhibit A Page 2 of 2 �-y 99 99 �4PAR'CEL No. 9—PE LINE TABLE / LINE BEARING DISTANCE / / SEWER LINE ABANDONED IN THIS LOCATION L-1 N 27°20'35"E 36.00' PER PLAN X-20920 DATED 7/29/2009 CITY PROJECT No. 00361 NO ABANDONMENT DOCUMENT FOUND LOT A / C pN,� END 1/2"IR FOFDIo & Co' "PRECISE" 1L41 SIDE 10O oo GIF T "' 3, n4 a� VOL NT P C T EXHIBIT A-11, TRACT 1 SOUTHERN STAR CONCRETE, INC. C.C.F. No. D203275195 D.R.T.C.T. d �5 E �6D2 s�RV N� BAVG X15 13200' END 1/2"IR �d �PGI �° N 1635!35"E "RPLS 427" sl 2.18 ACRES (BY DEED) TEXAS MIDSTREAM GAS SERVICES, LLC. TARRANT COUNTY WATER CONTROL C.C.F. No. D207367811 AND IMPROVEMENT DISTRICT No. ONE D.R.T.C.T. VOLUME 2621, PAGE 482 P.0.C. ss D.R.T.C.T. A 2� RSA MATCH LINE "A" NOTES: 60 30 0 60 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. ---- ,,g. 4� I� k k5 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET City of Fort Worth 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT ASHOWING y" PERMANENT SANITARY SEWER EASEMENT 0) OUT OF A TRACT OF LAND ` SITUATED IN THEC° < , JOHN BAUGH SURVEY, ABSTRACT No. 115 CUR CITY OF FORT WORTH, TARRANT COUNTY, TEXASG ' AS RECORDED IN 5 4 � � VOLUME 2621, PAGE 482 DEED RECORDS OF TARRANT COUNTY, TEXAS PROJECT: PART 4—WATER & SANITARY SEWER RELOCATIONS ICITY PROJ. No. 00969 EASEMENT AREA: 12,238 SQUARE FEET OR 0.281 ACRES CURTIS SMITH JOB No. KHA_1308.00 DRAWN BY: CTA CAD FILE: 1—PE(REV1).DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: MARCH 25, 2015 REV1 EXHIBIT B PAGE 1 OF 2 SCALE: 1" = 60' N0. 5494 TEXAS FIRM No. 10106900 GOftRONpONA 6t ASSOGIATES, INC. 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 817-496-1424 FAX 817-496-1768 malmErimmmommsmom EXHIBIT 99 99 PARC'.C'L No. '-P-E MATCH LINE "A" LINE TABLE S S, 2.18 ACRES (BY DEED) LINE BEARING DISTANCE ��s TEXAS MIDSTREAM GAS SERVICES, L.L.C. L-2 S 54'16'23"E 43.11' E C.C.F. No. D207367811 L-3 S 02'49'36"E 72.18' 2�A D.R.T.C.T. L-4 N 76'36'23"W 36.45' u B. sg. L-5 N 02'49'36"W 88.51' A.0.B. AAFNIDG1/2-IR2.25', "MUSTANG" ::....: :.':.'..':.'.'.:':':.':...:.:._..:..........:....'..._.. :::...' a. 4+ . ....................................................... ..................................: : : i::. PERMANENT' _t6��ro� SANITARY SEWER : '® x,15` EASEMENT AREA ' 12,238 SQ. FT. OR 0.281 ACRES pa TARRANT COUNTY WATER CONTROL AND IMPROVEMENT DISTRICT No. ONE VOLUME 2621, PAGE 482 D.R.T.C.T. 30.0' SANITARY SEWER EASEMENT1 ` 7 VOLUME 12642, PAGE 905 ' D.R.T.C.T. I 1 NOTES: 60 30 0 60 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. „, IBIi;, -• 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE �!�'1i++'��'i f,IGIP 1' SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS WAIMMEMEM SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.000 1 375289 1 1 6. SCALE IN FEET" City of Fort Worth 1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102 EXHIBIT SHOWING A OF PERMANENT SANITARY SEWER EASEMENT TRACT QF LAND SITUATED IN THE JOHN BAUGH SURVEY, ABSTRACT No. 115 Cu i-' I: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AS RECORDED IN �� VOLUME 2621, PAGE 482 L f DEED RECORDS OF TARRANT COUNTY, TEXAS PROJECT: PART 4—WATER & SANITARY SEINER RELOCATIONS CITY PROD. No. 00969 .....' a " EASEMENT AREA: 12,238 SQUARE FEET OR 0.281 ACRES CURTIS SMITH JOB No. KHA_1308.00 DRAWN BY: CTA CAD FILE: 1—PE(REV1).DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: MARCH 25, 2015 REV1 IXHIBff B PAGE 2 OF 2 SCALE: 1" = 60' No. 5494 TEXAS FIRM No. 10106900 GORRONDONA & ASSOCIATES, INC. • 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 817-496-1424 FAX 817-496-1768 WATER& SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY]PROJECT & THE TRINITY UPTOWN SERVICE AREA BRIDGE & CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER& SANITARY SEWER RE LOCATIONS PARCEL No. 1-TE PART 1 CITY PROJECT No. 00969 N.HOUSTON STREET,FORT WORTH,TEXAS JOHN BAUGH SURVEY,ABSTRACT No. 115 EXHIBIT "C" Being a temporary construction easement situated in the John Baugh Survey, Abstract No. 115, City of Fort Worth, Tarrant County, Texas and being a portion of a tract of land deeded to Tarrant County Water Control and Improvement District No. One as recorded in Volume 2621, Page 482 of the Deed Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows: COMMENCING at a point for the most westerly southwest corner of a 2.18 acre tract of land (by deed) deeded to Texas Midstream Gas Services, L.L.G. as recorded in County Clerk's File No. D207367811 of said Deed Records of Tarrant County, Texas, said point being the most southerly corner of Lot.A, Block One of Gifford-Hill& Co. Plant No. 41 Site, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-133, Page 100 of the Plat Records of Tarrant County, Texas, said point also being in the northeasterly line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One, from which a 1/2 inch iron rod with cap stamped"RPLS 427"found for corner in the northwesterly line of said 2.18 acre tract of land and being in the southeasterly line of said Lot A bears North 27 degrees 20 minutes 35 seconds East, a distance of 36.00 feet and North 76 degrees 35 minutes 35 seconds East, a distance of 132.00 feet, and from which a 1/2 inch iron rod with cap stamped "Precise" found for corner in the northwesterly line of said 2.18 acre tract of land and being in the southeasterly line of said Lot A bears North 27 degrees 20 minutes 3 5 seconds East, a distance of 36.00 feet, North 76 degrees 35 minutes 35 seconds East, a distance of 132.00 feet, North 60 degrees 20 minutes 35 seconds East, a distance of 138.00 feet, and North 53 degrees 50 minutes 35 seconds East, a distance of 75.00 feet; THENCE South 54 degrees 16 minutes 23 seconds East, with the northeasterly line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One and with the southwesterly line of said 2.18 acre tract of land; a distance of 214.59 feet to a point for the most northerly corner of a proposed permanent sanitary sewer easement, from which a 1/2 inch iron rod with cap stamped"Mustang" found for reference in the northeasterly line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One and being in the southwesterly line of said 2.18 acre tract of land bears South 54 degrees 16 minutes 23 seconds East, a distance of 12.25 feet; THENCE South 71 degrees 27 minutes 15 seconds West, with the northwesterly lime of said proposed permanent sanitary sewer easement, a distance of 131.59 feet to the POINT OF BEGII®NING of the herein described temporary construction easement; Exhibit C Page 1 of 2 3 THE NICE South 71 degrees 27 minutes 15 seconds West, with the northwesterly line of said proposed permanent sanitary sewer easement, a distance of 138.39 feet to a point for comer; THENCE South 02 degrees 49 minutes 36 seconds East, with the westerly line of said proposed permanent drainage easement, a distance of 88.51 feet to a point for the southwest comer of said proposed permanent sanitary sewer easement, said point being in the northerly line of a 30.0' Sanitary Sewer Easement as recorded in Volume 12642, Page 905 of said Deed Records of Tarrant County, Texas; THENCE North 76 degrees 36 minutes 23 seconds West, with the northerly line of said 30.0' Sanitary Sewer Easement, a distance of 36.45 feet to a point for corner; THENCE North 02 degrees 49 minutes 36 seconds West, a distance of 117.65 feet to a point for corner; THENCE North 35 degrees 33 minutes 26 seconds East, a distance of 104.37 feet to a point for corner; THENCE South 53 degrees 51 minutes 24 seconds East, a distance of 133.00 feet to the POINT OF BEG G and containing 13,823 square feet or 0.317 acres of land, more or less. Dotes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202. All distances and areas shown are surface utilizing a surface factor of 1.0001375289116. Date: March 25, 2015(REV 1) jjj m� d b Curtis Smith °' 94 Registered Professional Land Surveyor „ No. 5494 U ," " Texas Firm No. 10106900 f Exhibit C Page 2 of 2 EXHIBIT 99 99 PARCEL No. 9-T.E PART 9 LINE TABLE LINE BEARING DISTANCE SEWER LINE ABANDONED IN THIS LOCATION L-1 N 27'20'35"E 36.00' PER PLAN X-20920 DATED 7/29/2009 i CITY PROJECT No. OD361 NO ABANDONMENT DOCUMENT FOUND LOT A OjQ� FND 1/2"IR J,OC � CO PRECISE" GIFF 13 P—oIL 31 p,&G 100 ��oo VOLUM 3 P g.T•C•T' ��5 y5 0 EXHIBIT A-11, TRACT 1 SOUTHERN STAR CONCRETE, INC. C.C.F. No. D203275195 D.R.T.C.T. C,6020/ E 132,00' 15 FND 1/2"IR JOH A lallo NO. N '63535 "RPLS 427" N16 2.18 ACRES (BY DEED) TEXAS MIDS REAM TARRANT COUNTY WATER CONTROL C.C.F.No ViDD207367811 AND IMPROVEMENT DISTRICT No. ONE D.R.T.C.T. VOLUME 2621, PAGE 482 P.®.C. s s D.R.T.C.T. R• rs, 23F' MATCH LINE "A" NOTES: 60 30 0 60 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET City of Fort Worth 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING -jla^. , 8 TEMPORARY CONSTRUCTION EASEMENT OUT OF A d TRACT OF LAND SITUATED IN THE JOHN BAUGH SURVEY, ABSTRACT No. 115 C.U rlSl CITY OF FORT WORTH, TARRANT COUNTY, TEXAS U AS RECORDED IN q m 5'Z) VOLME221, PAGE 4$2 DEED RECORDS OF TARRANT COUNTY, TEXASy � PROJECT: PART 4-WATER & SANITARY SEWER RELOCATIONS CITY PROJ. No. 00969 EASEMENT AREA: 13,823 SQUARE FEET OR 0.317 ACRES JOB No. KHA-1308.00 DRAWN BY: CTA CAD FILE: 1—TE PART 1(REV1).DWG CURTIS SMITH REGISTERED PROFESSIONAL LAND SURVEYOR DATE: MARCH 25, 2015 REV1 IXH181T D PAGE 1 OF 2 SCALE: 1" = 60' NO, 5494 TEXAS FIRM No. 101D6900 GORRONDONA & ASSOCIATES, INC. . 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 - 817-496-1424 FAX 817-496-1768 EXHIBIT 99 99 r PARCEL No. >—TE PART 9 MATC H LI N E "A" 2.18 ACRES (BY DEED) �6. TEXAS MIDSTREAM ��a GAS SERVICES, L.L.C. ...._:. C.C.F. No. D207367811 D.R.T.C.T. 7 a<4✓ ..... ...... ..... P END 1/2"IR �,,�c:::::..::i:: ::i::i :::::::........r+..',�y* 59 i „MUSTANG" "� TEMPORARY CONSTRUCTION •:........... EASEMENT AREA:,.,:.:'.:'.:.'..:,. .. _ .. 13,823 SQ. FT. :;; ::;.:::..:.::;.: .: �;;�' OR . .0.....3...1..7.....A..CRES: ::•::•.• r ... .. E- : ..::r:::i:'i %•:�:::...� i PROPOSED PERMANENT ((..::.:.................................;;°., "` J--..� SANITARY SEVIER EASEMENT wl.. ..... :::::1� OGN S\3R 16� LINE TABLE R N �°' LLINE 2 S B4'161 23"E D1S2.25CE L-3 N 76'36'23"W 36.45' TARRANT COUNTY WATER CONTROL �co ( AND IMPROVEMENT DISTRICT No. ONE VOLUME 2621, PAGE 482 D.R.T.C.T. L~3 30.0' SANITARY SEWER EASEMENT _ �7 VOLUME 12642, PAGE 905 D.R.T.C.T. I I NOTES: 60 30 0 60 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 1i91�ir __ 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL, ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET City of Fort Worth 1000 THROCKMORTON STREET" FORT WORTH, TEXAS 76102 EXHIBIT SHOWING TEMPORARY CONSTRUCTION EASEMENT TRACT OF LAND SITUATED IN THE 7 � r JOHN BAUGH SURVEY, ABSTRACT No. 115 , CURdId11 ) CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AS RECORDED IN `aT4 0 VOLUME 2621, PAGE 482 DEED RECORDS OF TARRANT COUNTY, TEXAS PROJECT: PART 4-WATER & SANITARY SEWER RELOCATIONS I CITY PROJ. No 00969 p EASEMENT AREA: 13,823 SQUARE FEET OR 0.317 ACRES JOB No. KHA-1308.00 DRAWN BY: CTA CAD FILE: 1—TE PART 1(RFV1).DWG IND.CURTIS SMITH REGISTERED PROFESSIONAL LAND SURVEYOR DATE: MARCH 25, 2015 REV1 IXHIBIT D PAGE ! c 2 SCALE: 1" = 60 5494 TEXAS FlRM No. 10106900 GORRONDONA do ASSOCIATES, INC. d 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 • 817-496-1424 FAX 817-496-1768 WATER& SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT &THE TRINITY UPTOWN SERVICE AREA BRIDGE & CHANNEL RELOCATIONS PART 4—CHANNEL SEGIVIENT B WATER& SANITARY SEWED RELOCATIONS PARCEL No. 1-TE PART 2 CITY PROTECT No. 00969 N. HOUSTON S'TREE'T,,FORT WORTH,TEXAS JOHN BAUGH SURVEY,,ABSTRACT No. 115 EXHIBIT "E" Being a temporary construction easement situated in the John Baugh Survey, Abstract No. 115, City of Fort Worth, Tarrant County, Texas and being a portion of a tract of land deeded to Tarrant County Water Control and Improvement District No. One as recorded hi Volume 2621, Page 482 of the Deed Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows: COMMENCING at a point for the most westerly southwest corner of a 2.18 acre tract of land (by deed) deeded to Texas Midstream Gas Services, L.L.C. as recorded in County Clerk's File No. D207367811 of said Deed Records of Tarrant County; Texas, said point being the most southerly corner of Lot A, Block One of Gifford-Hill & Co. Plant No. 41 Site, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-133, Page 100 of the Plat Records of Tarrant County, Texas, said point also being in the northeasterly line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One, from which a 1/2 inch iron rod with cap stamped"RPLS 427"found for corner in the northwesterly line of said 2.18 acre tract of land and being in the southeasterly line of said Lot A bears North 27 degrees 20 minutes 35 seconds East, a distance of 36.00 feet and North 76 degrees 35 minutes 35 seconds East, a distance of 132.00 feet, and from which a 1/2 inch iron rod with cap stamped "Precise" found for corner in the northwesterly line of said 2.18 acre tract of land and being in the southeasterly line of said Lot A bears North 27 degrees 20 minutes 35 seconds East, a distance of 36.00 feet, North 76 degrees, 35 minutes 35 seconds East, a distance of 132.00 feet, North 60 degrees 20 minutes 35 seconds East, a distance of 138.00 feet, and North 53 degrees 50 minutes 35 seconds East, a distance of 75.00 feet; THENCE South 54 degrees 16 minutes 23 seconds East, with the northeasterly line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One and with the southwesterly line of said 2.18 acre tract of land, passing at a distance of 226.83 feet, a 1/2 inch iron rod with cap stamped "Mustang" found for reference, in all, a distance of 257.70 feet to. a point for the most easterly corner of a proposed permanent sanitary sewer easement; THENCE South 71 degrees 27 minutes 15 seconds West, with the southeasterly line of said proposed permanent sanitary sewer easement, a distance of 131.98 feet to the POINT OF BEGINNING of the herein described temporary construction easement; THENCE South 53 degrees 51 minutes 24 seconds East, a distance of 52.26 feet to a point for corner; Exhibit E Page 1 of 3. THENCE South 35 degrees 33 minutes 26 seconds West, a distance of 55.60 feet to a point for corner; THENCE South 54 degrees 26 minutes 34 seconds East, a distance of 164.69 feet to a point for comer; THENCE South 81 degrees 11 minutes 17 seconds East, a distance of 40.04 feet to a point for coiner; THENCE North 31 degrees 27 minutes 20 seconds East, a distance of 90.80 feet to a point for corner; THENCE North 29 degrees 08 minutes 15 seconds East, a distance of 10.26 feet to a point for corner; THENCE South 59 degrees 12 minutes 02 seconds East, a distance of 30.01 feet to a point for corner; THENCE South 29 degrees 08 minutes 15 seconds West, a distance of 10.00 feet to a point for corner; THENCE South 31 degrees 27 minutes 20 seconds West, a distance of 111.40 feet to a point for corner; THENCE North 81 degrees 11 minutes 17 seconds West, a distance of 113.00 feet to a point for corner in the easterly line of a 30.0' Sanitary Sewer Easement as recorded in Volume 12642,Page 905 of said Deed Records of Tarrant County, Texas; THENCE North 13 degrees 23 minutes 37 seconds East, with the easterly line of said 30.0' Sanitary Sewer Easement, a distance of 26.36 feet to a point for the northeast cornier of said 30.0' Sanitary Sewer Easement; THENCE North 76 degrees 36 minutes 23 seconds West, with the northerly line of said 30.0' Sanitary Sewer Easement, a distance of 225.15 feet to the southeast corner of said proposed permanent sanitary sewer easement; THENCE North 02 degrees 49 minutes 36 seconds West, with the easterly line of said proposed permanent sanitary sewer easement, a distance of 72.18 feet to a point for corner; THENCE North 71 degrees 27 minutes 15 seconds East, with the southeasterly line of said proposed permanent sanitary sewer easement, a distance of 136.67 feet to the POINT OF BEGINNING and containing 27,888 square feet or 0.640 acres of land, more or less. Exhibit E Page 2 of 3 Motes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202. All distances and areas shown are surface utilizing a surface factor of 1.0001375289116. Date: March 25, 2015(REV 1) ,& 5494 m, Curtis Smith ° " .-k Registered Pro fessional Land Surveyor � �wNo. 5494 Texas Firm No. 10106900 f Exhibit E Page 3 of 3 EXHIBIT 99 F 99 PARCEL .No. 9—TE PART 2 LINE TABLE LINE BEARING DISTANCE L-1 N 27'20'35'E 36.00' LOT A SEWER LINE ABANDONED IN THIS LOCATION $LOCK TLL & x� FND 1/2"IR PER PLAN X-20920 DATED 7/29/2009 1) s 00 PRECISE" NO ABANDONMENT DOCUMENT FOUND GIFFxo.3, ��G 1 VOl'TjM p 388—IT C 5� EXHIBIT A-11, TRACT 1 SOUTHERN STAR CONCRETE, INC. C.C.F. No. D203275195 D.R.T.C.T. �(} 6420/ C� � *,SU B�%3�HR 15 j320O' FND 1/2"IR sON� ,v4• "RPLS 427" NIB sl� 2.18 ACRES (BY DEED) TEXAS MIDSTREAM ®y v GAS SERVICES, L.L.C. TARRANT COUNTY WATER CONTROL C.C.F. No. D207367811 AND IMPROVEMENT DISTRICT No. ONE D.R.T.C.T. VOLUME 2621, PAGE 482 D.R.T.C.T. s sg �0• MATCH LINE "A" NOTES: 60 30 0 60 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. - •—• 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS °$p+' SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001 375289 1 1 6. SCALE IN FEET ORT City of Fort Worth 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING TEMPORARY CONSTRUCTION EASEMENT TRACT OF LANDS SITUATED IN THE JOHN BAUGH SURVEY, ABSTRACT No. 115 CUR ISM l II d CITY OF FORT WORTH, TARRANT COUNTY, TEXAS , .- AS RECORDED IN 194 VOLUME 2621, PAGE 482 DEED RECORDS OF TARRANT COUNTY, TEXAS PROJECT: PART 4—WATER & SANITARY SEWER RELOCATIONS ICITY PROJ. No. 00969 ° s..m EASEMENT AREA: 27,888 SQUARE FEET OR 0.640 ACRES .w JOB No. KHA-1308.00 DRAWN BY: CTA CAD FILE: 1-TE PART 2(REV1).DWG CURTIS SMITH REGISTERED PROFESSIONAL LAND SURVEYOR DATE: MARCH 25, 2015 REV] EXHIBIT F PAGE 1 OF 2 SCALE: 1" = 60' NO. 5494 TEXAS FIRM No. 10106900 GORRONDONA & ASSOCIATES, INC, . 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 817-496-1424 FAX 817-496-1768 liffisminliffim EXHIBIT 99 1 199 PARCEL No. I—TE PART 2 MATCH LINE "A" LINE TABLE LINE BEARING I DISTANCE S 53'51'24"E 52.26' S 35*33'26"W 55.60' PASSING AT 226.83% L-4 S 81'11'17"E 40.04' A FND 1 2"IR L-5 N 29*08'15"E 10.26' "MUSTANG" — S 591 2'02"E 30.01' 2.18 ACRES (BY DEED) L-7 S 29'08'15"W 10,00, TEXAS MIDSTREAM I L-8 I N 13'23'37"E 26.36' i GAS SERVICES, L.L.C. -49-36-W I - C.C.F. No. D207367811 L-9 I N 02 72.18 D,R.T.C,T. -- P O.B. 5 PROPOSED PERMANENT SANITARY SEWER EASEMENT ... ................ �3 AUG\A 3()�A�A .......... ........................... . I �Ao ....... ............... .......... ........... ...... TEMPOP .... ,: % .......... 'MY ...... ........ CONSTRUCTION `• . TARRANT COUNTY WATER CONTROL EASEMENT AREA AND IMPROVEMENT DISTRICT No. ONE ri- ........ .............. 27 SQ. Fl. VOLUME 2621, PAGE 432 cO ........... '0.640 ACRES*.*... D.R.T.C.T. ,**,* ....OR .......... ....... .... .... .....__ ..... ... ...... .... .. .......................... .......... .............. ............... ...................... ..... ................ ................ ......................�klr ..............................................................--......... .. ................—.......----....... ............ A/ ....... ....................................... .............. 7 36 ..... ...... ...................... .....% ........... ..... ... ... 22S.15 ............ ......................... L-4 co. ..................... ....... %...................cv ..........—........... .... .. ...74" ......................... (v . . . . . ............ ............. ........ ........... ......... 30.0' SANITARY SEWER EASEMENT ..... A:) 0 VOLUME 12642, D.R.T.C.T,PACE 905 7-w NOTES: t A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 60 30 0 60 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE I SYSTEM, NAD-83, THE 14ORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET City of Fort Worth 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWINGS TEMPORARY CONSTRUCTION EASEMENT F' ......om OUT OF A TRACT OF LAND SITUATED IN THE JOHN BAUGH SURVEY, ABSTRACT No. 115 CURM W T H 1 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AS RECORDED IN Rl,p 5494 VOLUME 2621, PAGE 482 DEED RECORDS OF TARRANT COUNTY, TEXAS PROJECT: PART 4—WATER & SANITARY SEWER RELOCATIDNS I CITY PROJ. No. 00969 EASEMENT AREA: 27,888 SQUARE FEET OR 0.640 ACRES URTIS SMITH JOB No. KHA-1308.00 DRAWN BY: CTA CAD FILE: 1—TE PART 2(REV1).DWG REGISTERED PROFESSIONAL LAND SURVEYOR _7:h:D C DATE- MARCH 2 EXHIBIT F PACE 2 OF 2 ALE 1. = 60, NO. 5494 TEXAS FIRM No. 10106900 GORRONDONA & ASSOCIATES, INC. - 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 - 817-496-1424 FAX 817-496-1768 WATER&SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT&THE TRINITY UPTOWN SERVICE AREA BRIDGE& CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER&SANITARY SEWER RELOCATIONS PARCEL No. 2-PE PART 1 CITY PROJECT No. 00969 090 N. HOUSTON STREET, FORT WORTH, TEXAS JOHN BAUGH SURVEY, ABSTRACT No. 115 STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY.OF"FORT WORTH PERMANENT SEWER FACILITY EASEMENT DATE DECEMBER 17, 2014 GRANTOR: TEXAS MIDSTREAM GAS SERVICES; L.L.C. GRANTOR'S MAILING ADDRESS (including County) 890 N. HOUSTON STREET FORT WORTH, TARRANT COUNTY, TEXAS 76164 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a permanent sanitary sewer easement situated in the John Baugh Survey, Abstract No, 115, City of Fort Worth, Tarrant County, Texas and being a portion of a 2.18 acre tract of land (by deed) deeded to Texas Midstream Gas Services, L.L.G. as recorded in County Clerk's File No. D207367811 of the Deed Records of Tarrant County; Texas,. said permanent sanitary sewer easement being' more particularly described in Exhibits "A"and "B" PERMANENT SEWER FACILITY EASEMENT' Rev,05/1212010 Grantor, for the consideration paid to Grantor and other good and valuable consideration; hereby grants; sells,and conveys_to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement; upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, .or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or(11) erect or permit to be erected within the easement property a permanent structure or building; including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However-,, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel'driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore:the surface of the Property at Grantee's sole cost and+expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided; however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement, TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] PERMANENT SEWER FACILITY EASEMENT Rev,`OSl12IZ0t0 GRANTOR: TEXAS MIDSTREAM GAS GRANTEE: City of Fort Worth SERVICES; L.C.C. (Name of person authorized to sign), Title: Fernando Costa,Assistant City Manager APPROVED AS TO FORM AND LEGALITY Assistant City Attorney ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared known to me to be the same person whose name is subscribed`to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20_ Notary Public in and for the State of Texas PERMANENT SEWER FAUO-ry EASEMENT Rev,0611, 201b ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that helshe executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of Notary Public in and for the State of Texas PERMANENT.SEWER FACILITY EgSEMEKT Rev,65/1V 010 WATER&SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT&THE TRINITY UPTOWN SERVICE AREA :BRIDGE &CHANNEL RELOCATIONS PART 4—CHANNEL,SEGMENT B WATER&SANITARY SEWER RELOCATIONS PARCEL No.2-PE PART 1' CITY PROJECT No. 00969 890 N.HOUSTON STREET,FORT FORTH,TEXAS JOHN BAUGH SURVEY,ABSTRACT No. 115 EXHIBIT"A" Being a permanent sanitary sewer easement situated in the John Baugh Survey, Abstract No. 115, City of Fort Worth, Tarrant County, Texas and being a portion of a 2.18 acre tract of land (by deed) deeded to Texas Midstream Gas Services, L.L.C. as recorded in County Clerk's File No. D207367811 of the Deed Records of Tarrant County, Texas, said permanent sanitary sewer easement being more particularly described by metes and bounds as follows; COMMENCING at a point for the most westerly southwest corner of said 2.18 acre tract of land, said point being the most southerly corner of Lot A, Block One of Gifford-Hill &Co. Plant No. 41 Site, an addition to the City of Tort Worth, Tarrant County,,"Texas as recorded in Volume 388-133, Page 100 of the 'Plat Records of Tarrant County, Texas, said point being in the northeasterly line of a tract of land deeded to Tarrant County Water Control and Improvement District No. One as recorded in Volume 2621,.Page 482 of said Deed.Records of Tarrant County;, Texas,from which a 1/2 inch iron rod with cap stamped "RPLS 427" found for corner in the northwesterly line of said 2.18 acre tract of land and being in the southeasterly line of said Lot A bears.North 27 degrees 20 minutes 35 seconds East, a distance of 36.00 feet and North 76 degrees 35 minutes 35 seconds East, a distance of 132.00 feet, and from which a 1/2 inch iron rod with cap stamped"Precise"`found for comer in the northwesterly line of said 2.18 acre tract of land and being in the southeasterly line of said Lot A bears North 27 degrees 20 minutes 35 seconds East; a distance of 36.00 feet,North 76 degrees 35 minutes 35 seconds East, a distance of 132.00 feet, North 60 degrees 20 minutes 35 seconds East, a distance of 138.00 feet, and North 53 degrees 50 minutes 35 seconds East, a distance of 75.00 feet; THENCE South 54 degrees 16 minutes 23 seconds East, with the southwesterly line of said 2.18 acre tract of land and with the northeasterly line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One, a distance of 214.59 feet to the.POINT OF BEGINNING of the herein described permanent sanitary sewer easement; THENCE North 7.1 degrees 27 minutes 15 seconds East, a distance of 145.94 feet to a point for corner; THENCE North 21 degrees 33 minutes 43 seconds East, a distance of 127.83 feet to a point for corner; THENCE North 16 degrees 23 minutes 12 seconds East, a distance of 150.45 feet to a point for corner, Exhibit A;Page f of 3 THENCE North 01 degrees 5>1 minutes 14 seconds West,a distance of 52.91 feet to a point for corner; THENCE North 51 degrees 57 minutes 27 seconds West, a distance of 6.33 feet to a point for corner in the northwesterly,line of said 2.18 acre tract of land, said point being in the southeasterly line of said Lot A; THENCE North 44 degrees 05 minutes 35 seconds East,with the northwesterly line of said 2..18. acre tract of land and with the southeasterly line of said Lot A, a distance of 57.63 feet to a point for corner, from which a 1/2 inch iron rod found for an angle point in the northwesterly line of said 2.18 acre tract of land bears North 44 degrees 05 minutes 35 seconds East, a distance of 4.09 feet, said 1/2 inch ion rod being in the southeasterly line of said Lot A of Gifford-Hill & Co. Plant No. 41 Site; THENCE South:06 degrees 26 minutes 35 seconds West, a distance of 10.83 feet to a point for corner; THENCE South 01 degrees 51 minutes 14 seconds East, a distance of 7933 feet to 'a point for corner in the southeasterly line of said 2.18 acre tract of land, said point being in the northwesterly right-of-way line of Fort Worth & Western Railroad (a variable width right-of-way); said point also being the beginning of a non-tangent curve to the right having a.radius of 13$7..14 feet, a central angle of 01 degrees 56 minutes 52 seconds, and whose chord bears Southall degrees 44 minutes 06 seconds West, a distance of 47,15 feet; 'THENCE with the southeasterly.line of said 2.18 acre tract of land, with the northwesterly right- of-way line of Fort Worth & Western Railroad, and with said non-tangent curve to the right, an are length of 47.15 feet to a point for corner; THENCE South 16 degrees 23 minutes 12 seconds West, a distance of 122.25 feet to a point for corner; THENCE South 21 degrees 33 minutes 43 seconds West, a distance of 145.69 feet to a point for corner; THENCE South 71 degrees 27 minutes 15 seconds West, a distance of 137.04 feet to a point for corner in the southwesterly line of said 2.18 acre tract of land,said point being in the northeasterly line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One; THENCE North 54 degrees 16 minutes 23 seconds West, with the sotthwesterly line of said 2.18 acre tract of land and with the,northeasterly line of said tract of,land deeded to Tarrant County Water Control and Improvement District No. One, passing at a distance of 30.86 feet a 1/2 inch iron rod with cap stamped "Mustang" found for reference, in all, a distance of 43.11 feet to the POINT OF BEGINNING and containing 17,947 square feet or 0.412 acres;of land,more or less'. Exhibit A Page 2 of 3 Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202. All distances and areas shown are surface utilizing.a suxface factor of 1.00013752891'16. Date: December 17, 2014 OF F;TIS SMITH 5494 Curtis Smith P Registered Professional Land Surveyor S:U No.5494 Texas Firm No. 10106900 Exhibit A Page 3 of 3 EXHIBIT 99B 99 PARCEL No. 2—PE PART > MATCH LINE "A 76.35®5 A3 RPLS 427 /J OWN 5P,QA 15 P.O.C. 2.18 ACRES (BY DEED) ANr / TEXAS MIDSTREAM GAS SERVICES, L.L.C. , 1 C.C.F. No. D207367811 D.R.T.C.T. O ^�:: PERMANENT <V® S, SANITARY SEWER ?� s¢; • EASEMENT AREA 6 23• 17,947 SQ. FT. OR Q F 0.412 ACRES r7 PARCEL No. 2-PE PART 1 rte. 1J'O� 4Z 66 PASSING AT 30:86': A END 1 NG" O � "MUSTANG" SUBJECT TRACT 8c ff LOCATION OF EASEMENT TARRANT COUNTY WATER CONTROL AND IMPROVEMENT DISTRICT No. ONE LINE TABLE VOLUME 2621, PAGE 482 LINE I BEARING DISTANCE D,R:T.C.T. L-1 N 27'20'35"E 36.00' L-2 N 60'20'35"E 138.00' L-3 N 16'23'12"E 150.45' L-10 S 16'23'12'W 122.25' L-11 N 54'16'23"W 43,11' NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 60 30 0 60 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS mom SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102' EXHIBIT SHOWING y' PERMANENT SANITARY SEWER EASEMENT OUT OF A �. �GisTE� f 2,18 ACRE TRACT OF LAND o SITUATED IN THE JOHN BAUGH SURVEY, ABSTRACT No. 115 nRTIS"°SMITH'`"" CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AS RECORDED IN t' 5494 - COUNTY CLERK'S FILE NO. D207367811. y ES p O DEED RECORDS OF TARRANT COUNTY, TEXAS PROJECT:. PART 4-WATER & SANITARY'.SEWER, RELOCATIONs CITY PROJ. No. 00969 §S ACQUISITION AREA: 17,947 S DARE FEET OR, '0.412 ACRES CURTIS SMITH .JOB No. RHA_1306.00 DRAWN BY: CTA I I CAD FILE: 2-PE BART I.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: DECEMBER 17, 2014 1 EXHIBIT B PAGE 1 OF 2 1 SCALE: 1" = 60' NO, 5494 TEXAS FIRM No. 10106900 GORRONDONA 6q ASSOCIATES, INC. < 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 817-496-1424 FAX 1817-496-1768, EXHIBIT "B PARCEL No. 2—PE PART LINE TABLE LINE BEARING DISTANCE APPROXIMATE LOCATION OF �� <'� L-2 N 60`20'35"E 138.00' 15.0' SANITARY SEWER EASEMENT L-3 N 16'23'12"E 150.45' VOLUME 388-133, PACE 100 L-4 N 07'57'14"W 52.91` P.R.T.C.T. l-5 N 51759'2T 6.33' 1 L-6 N 44'05'35"E 57.63' i t L-7 N 44'05'35 E 4.09' EXHIBIT A-11, TRACT 1 it L-8 S 06'26'35'W 10.83' 1 y } 1 SOUTHERN STAR CONCRETE, IN . L-9 S 01'51'14"E 79.73' 4y { C.C.F. No. D203275195 L-10 S 16'-23'12"W 122.25' ` y F D.R.T.C.T. 1 SEWER LINE ABANDONED IN THIS LOCATION 1` 1��. PER PLAN X-20920 DATED 7/29/2009 �� FND 1/2"IR PERMANENT SANITARY CITY PROJECT No. 00361 SEWER EASEMENT NO ABANDONMENT DOCUMENT FOUND \�� L-7 C.C.F, No. D204225080 �\ ��` a0 D.R.T.C.T• PERMANENT SANITARY I LOT A SEWER EASEMENT 1 C.C.F. No. D204027645—/ ��\\\�\``�� O LOCK 1 & Co. D.R.T.C.T, X cc E6 -IIJLL SITE. too �� ( r! Gp.L NN ldo1331 pAG 1 PERMANENT �� ' I ' ? SANITARY SEWER tjhfg 3g8p T T EASEMENT AREA yDL 17,947 SO. FT. OR q 0.412 ACRES L-5 $( cc PARCEL No, 2—PE PART 1 FNPR GSE d . .. �� yh� j R=1387.14' 2.18 ACRES (BY DEED) � D-1'56`52" TEXAS MIDSTREAM CB—S 11°44'06V SUBJECT TRACT & GAS :SERVICES, L.L.C.—� LOCATION OF EASEMENT C.G.F. No. D207367811 ....:.:.......:: C 47.15 �/2 S�RV� D.R.TC.T. t ® A=47.15 BAUGH o. 11' C jl MATCH LINE "A" NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 60 3O 0 60 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE I �) SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS millm SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET 1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102 EXHIBIT SHOWING PERMANENT SANITARY SEWER EASEMENTS ,. ,, T z 2.18 ACRE TRACT OF LAND �35T � SITUATED IN THE 1 „ JOHN BAUGH SURVEY, ABSTRACT No. 115 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS GUf I IS SMIT AS RECORDED IN 5'494 COUNTY CLERK'S FILE ,No. D207367811 Q Q DEED RECORDS OF TARRANT COUNTY, TEXAS PROJECT: PART 4-WATER & SANITARY SEWER RELOCATIONS ICITY PROJ. No, 00968' ACQUISITION AREA: 17947 SQUARE FEET OR 0.412 ACRES CURTIS SMITH JOB No. KHA-1308:00 DRAWN BY: CTA I CAD FILE,'2-PE PART 3.DW6 REGISTERED PROFESSIONAL LAND SURVEYOR DATE DECEMBER 17, 2014 EXHIBIT'S PAGE 2 OF 2 1 SCALE: 1" - 60' IND. 5494 TEXAS FIRM No 10106900 GORRCNDONA`& ASSOCIATES, INC. • 7524'JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 817-496-1424 FAX:817-496-1768 WATER &SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION, CENTRAL CITY PROJECT&THE TRINITY UPTOWN SERVICE AREA BRIDGE & CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER &SANITARY SEWER RELOCATIONS PARCEL No. 2-PE PART 2 CITY PROJECT No. 00969 890 N. HOUSTON STREET, FORT WORTH, TEXAS JOHN BAUGH SURVEY, ABSTRACT No. 115 STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PERMANENT SEWER FACILITY EASEMENT DATE: DECEMBER 17, 2014 GRANTOR: TEXAS MIDSTREAM GAS SERVICES, L.L.C. GRANTOR'S MAILING ADDRESS (including County)- 890 N. HOUSTON STREET FORT WORTH,TARRANT COUNTY, TEXAS 76164 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION- Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, PROPERTY: Being. a permanent sanitary sewer easement situated in the John Baugh Survey, Abstract No. 115, City of Fort Worth, Tarrant County, Texas and being a portion of a 2.18 acre tract of land (by deed) deeded to Texas Midstream Gas Services, L.L.C. as recorded in County Clerk's File No. D207367811 of the Deed Records of Tarrant County, Texas, said permanent sanitary sewer easement being more particularly described in Exhibits '!N' and "B". PERMANENT SEWER FACILITY EASEMENT Rev.65/12/2010 Grantor, for the consideration: paid: to Grantor and other good and valuable consideration; hereby grants, sells;, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility"'. The Facility includes all incidental underground. and aboveground attachments, equipment and appurtenances, including, but not limited to manholes; manhole vents, lateral line connections; pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "X attached hereto and incorporated herein'for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof,for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder;or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit; However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways; or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed,, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever, and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its .successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES.APPEAR ON THE FOLLOWING PAGE] PERMANENT SEWER FACILITY EASEMENT Rev.05/12/2610 GRANTOR: TEXAS MIDSTREAM GAS GRANTEE: City of Fort Worth SERVICES, L.C.C. (Name of person authorized to sign), Title Fernando Costa, Assistant City Manager APPROVED AS TO FORM AND LEGALITY Assistant City Attorney ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY`OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared , known to me to be the same person whose name is;subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of , 20 Notary Public in and for the State of Texas PERMANENT SEWER FACILITY EASEMENT Rev.05/12/2010 ACKNOWLEDGEMENT STATE OF TEXAS; § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant. City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20_, Notary Public in and for the State of Texas PERMANENTSEWER mbiuTY EASEMENT Rev:4 511 212 0 1 0 WATER& SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT &THE TRINITY UPTOWN SERVICE AREA BRIDGE &CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER&SANITARY SEWER RELOCATIONS PARCEL No.27PE PART 2 CITY PROJECT.'No. 00969 890 N.HOUSTON STREET,FORT WORTH,TEXAS JOHN BAUGH SURVEY,ABSTRACT No. 115 EXHIBIT"A" Being a permanent sanitary sewer casement situated in the John Baugh Survey, Abstract No, 115, City of Fort Worth, Tarrant County, Texas and being a portion of a 2.18 acre tract of land (by deed) deeded to Texas Midstream Gas Services, L.L,C. as recorded in County Clerk's File No. D207367811 of the Deed Records of Tarrant County, Texas, said permanent:sanitary sewer easement being more particularly described by metes and bounds as follows;: BEGINNING at a. 1/2 inch iron rod with cap stamped "Precise" found for the most-northerly northwest corner of said 2.18 acre tract of land, said 1/2 inch iron rod with cap stamped "Precise" being the most northerly northeast corder of Lot A, Block One of Gifford-Hill & Co. Plant No, 41 Site, an addition to the City of Fort Worth, Tarrant County,, Texas as recorded in Vol-time 388-133,Page 100 of the Plat Records of Tarrant County, Texas, said 1/2 inch iron rod with cap stamped "Precise" also being in the south line of Lot A, Block:,One of J.W, Nichols Company Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded 1n Volume 388-130,Page 76 of said Plat Records of Tarrant County,Texas; THENCE North 88 degrees 43 minutes 42 seconds East_, with the north line of said 2.18 acre tract of land and with the south line of said Lot A of J,W.Nichols Company Addition, a distance of 19.70 feet to a point for corner, from which a 112 inch iron rod with cap stamped "Area Surveying" found for the northeast corner of said 2.18 acre tract of land bears North 88 degrees 43 minutes 42 seconds East, a distance.of 10.70 feet; said 1/2 inch iron rod with cap stamped "Area Surveying" being the most southerly southeast corner of said Lot A of J.W.Nichols Company Addition, said 112-inch iron rod with cap stamped "Area Surveying" also being in the westerly right-of-way line of Fort Worth&Western Railroad(a variable width right-of--way), THENCE South 06 degrees 26 minutes 35 seconds West, a distance of 74.65 feet to a point for corner in the westerly.line of said 2.18 acre tract of land, said point being in the easterly line of said Lot A of Gifford-Hill & Co. Plant No. 41 Site, from which a 1/2 inch iron rod with cap stamped "Precise" found for an interior ell corner in the westerly line of said 2.18 acre tract of land bears South 83 degrees 54 minutes 25 seconds East, a distance of 2.55. feet, said 112 inch iron rod with cap stamped "Precise"being in the easterly line of said Lot A, and froze.which a 1/2 inch iron rod found (bent) for reference bears;South 83 degrees 54 minutes 25; seconds East, a distance of 2.55 feet and North 06 degrees 18 minutes 47 seconds West, a distance of 0.24 feet;; Exhibit A,Page 1 of 2 THENCE North 83 degrees 54 minutes 25 seconds West,;with the westerly line of said 2.18' acre tract of land and with the easterly line of said Lot A:of Gifford-Hill &Co. Plant No.41 Site, a distance of 3 5,5 8 feet to a.poi nt for corner; THENCE North 06 degrees 51 minutes 43 seconds East, a distance of 40.48 feet to a point for coiner in the westerly line of said 2.18 acre tract of land, said point being in the easterly line of said Lot A of Gifford-Hill &Co.Plant No. 41 Site; THENCE North 32 degrees 50 minutes 35 seconds East, with the westerly line of said 2.18 acre tract of land and with the easterly line of said Lot A of Gifford-Hill& Co. Plant No. 41 Site, a distance of 35.44 feet to the POINT OF BEGINNING and containing 2,326 square feet or 0.053 acres of land, more or less. Mates: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System; NAD-83 The North Central Zone 4202. All distances and areas shown are surface utilizing a surface factor of 1.0001375289116. Date: December 17,2014 CURTIS SMITH Curtis Smith, x";�,�°5494 �� SS1C? C)Registered Professional Land Surveyors U•�. No. 5494 Texas Mini No. 10106900 Exhibit A Page 2 of 2 EXHIBIT `9B 99 PARCEL No. 2—PE PART 2 1 1 1 1 EXHIBIT A-11, TRACT 2 1 I APPROXIMATE LOCATION 40.0' EMERGENCY SOUTHERN STAR CONCRETE, INC. ( OF FLOOOWAY EASEMENT ACCESS AND UTILITY EASEMENT I C.C.F. No. 0203275195 1 VOLUME 388-130, PAGE 76 VOLUME 388-130, PAGE 76 D.R.T.C.T, I P.R,T.C,T. _ ---,--P.R.T.C.T.`–�____ 1 QE I1�– C.C.F.0 allo.FORT WORTH 06278234 L–t N LINE TABLE I LOT C RIVER PROJECT, LTD, LINE BEARING DISTANCE LOT BACK S t D.R.T.C.T. 8843'42"E 13.70` 1 $1 �Cj;OL QN I 1 1 L-2 N 8843'42'E 10:70' - ---------- ( J.Y�• N ADI)��I CE' 76----- I. – –_ _ _-- L-3 S 83'54'25"E 2.55' I00MpAN8.130 PA 1 LOT A L-4 N 83'54'25'W 35.58' L-5 N 06'51'43"E 40.48' — VQjI'jJE •R �` L-2 L-6 N 32'50'35"E 35.I4' P.if.IJ. 15.0' SANITARY SEWER EASEMENT / it FND 1/2'IR VOLUME 388-130, PAGE 76 FPRECISE"IR �� ;r�'r . � "AREA SURVEYING" P.R.T.C.T. -------_v�. :�......... .. i"t 2.18 ACRES (BY DEED) ------------ `--- -- ------- i ) TEXAS MIDSTREAM zo,D FLOOOwAY EASEMENT GAS SERVICES, L.L.G. VOLUME 388-133, PAGE 100 i C,C.F, No. D207367811 P.R.T,C.T: �c 1M D.R.T.C.T. 1 PERMANENT SANITARY SEWER Q-, N BPUG Na• 115 �� ' EASEMENT AREA APO ��Nc �,:: 2,326 SO. FT. OR ® 1 pg5 # 0.053 ACRES APPROXIMATE LOCATION OF L-3 p 15:0' SANITARY SEWER EASEMENT : VOLUME 388-133, PAGE 100 h-4 "'+-• C9 P.R.T.C.T. LOT : 0 LOT A FND 1/2"IR "PRECISE", LINE W.yam FROM WHICH A Fr C 8'51W Co. FND 1/2"IR (BENT) BEARS �-� q JOCK OQ N 06'18'47°W 0.24' gfi' 'QR NO• 41 1?AQE 1 PARCEL No. �N 1 3 2–PE PART 2 F 3 vQ� EXHIBIT A-11, TRACT 1 ILL Lu SOUTHERN STAR CONCRETE, INC. C.C.F. No. D203275195 D.R.T.C.T. SUBJECT TRACT & LOCATION OF EASEMENT NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 30 15 0 30 2. ALL.BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF t0001375289116. SCALE IN FEET 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING PERMANENT SANITARY SEWER EASEMENT OUT OF A ��S i kR .4- 2.18 ACRE TRACT OF LAND SITUATED IN THE :'*¢ °. JOHN BAUGH SURVEY, ABSTRACT No. 115 C URTIS CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ...... AS RECORDED IN COUNTY CLERK'S FILE No. D207367811. 5494 ; DEED RECORDS OF TARRANT COUNTY, TEXAS PROJECT! PART 4—WATER. & SANITARY SEWER RELOCATIONS I CITY PROD.- No. 00969 S ACQUISITION AREA. 2,326 SQUARE FEET OR 0.053 ACRES CURTIS SMITH JOB No. KHA_1308.00 DRAWN BY. CTA CAD FILE*'2–PE PART 2.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE''DECEMBER 17; 2014 1 EXHIBIT B PAGE'1 OF 1 SCALE' 1" ='30' NO. 5434 TEXAS FIRM No. 10106900 GORRONDONA &ASSOCIATES, INC. r 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 817-496-1424 FAX 817–.498-1788 WATER:&SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVERVISION CENTRAL.CITY PROJECT&THE TRINITY UPTOWN SERVICE AREA BRIDGE&CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER&SANITARY SEWER RELOCATIONS PARCEL No. 2-TE PART 1 CITY PROJECT No. 00969 890 N. HOUSTON STREET, FORT WORTH, TEXAS JOHN BAUGH SURVEY, ABSTRACT No. 115 CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE: DECEMBER 17, 2014 GRANTOR: TEXAS MIDSTREAM GAS SERVICES, L.L.C. GRANTOR'S MAILING ADDRESS (including County): 890`N. HOUSTON STREET FORT WORTH, TARRANT COUNTY, TEXAS 76164 GRANTEE- CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1.000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a temporary construction easement situated in the John Baugh Survey, Abstract No. 115, City of Fort Worth, Tarrant County, Texas and being a portion of a 2.18 acre tract of land (by deed) deeded to Texas Midstream Gas Services, L.L.C. as recorded in County Clerk's File No. D207367811 of the Deed Records of Tarrant County, Texas, said temporary construction easement being more particularly described in Exhibits "K and "B". TempormyC66struction Easement 01/09/2001 Grantor, for the consideration paid to Grantor, hereby grant;,bargain and convey unto Grantee, its successors and assigns, the use and passage in, over, and across;. below and along the easement situated in Tarrant County; Texas, in accordance with the legal description hereto attached as Exhibit "A", and ingress and egress over Grantor's property to the easement as shown on Exhibit"B"., It is further agreed and understood that Grantee will be permitted the use of said easement for the purpose of sewer facility construction. Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease. TO HAVE AND TO HOLD the above described easement, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion. of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs, successors, and assigns, to warrant and defend, all and singular; said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Temporary Construction Easement 01/09/2007 GRANTOR: TEXAS MIDSTREAM GAS' GRANTEE of Fort Worth SERVICES, L.C.C. Fernando Costa Assistant City Manager APPROVED AS TO FORM AND LEGALITY Assistant City Attorney ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared known to me to be the same person whose name is subscribed.to the foregoing`instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20_ Notary Public in and for the State of Texas TempoFary:Coustntction Easement 01/09/2007 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of , 20_. Notary Public in and for the State of Texas After recording return to: City of Fort Worth Department of Engineering Real Property Services 1000 Throclanorton.St F-oru Worth,TX 76102 Temporary.Constmetipn Eascmept ollo9/2001 WATER&SANITARY SEWER.RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT&THE TRINITY UPTOWN SERVICE AREA BRIDGE & CHANNEL,RELOCATIONS PART 4- CHANNEL SEGMENT II WATER& SANITARY SEWER RELOCATIONS PARCEL No.2-TE PART 1 CITY PROM CT'No. 00969 890 N. HOUSTON STREET,FORT WORTH,TEXAS JOHN BAUGH SURVEY,ABSTRACT No. 115 EXHIBIT "A" Being a temporary construction casement situated in the John Baugh Survey, Abstract No. 115; City of Fort Worth, Tarrant County, Texas and being a portion of a 2.18 acre tract of land (by deed) deeded to Texas Midstream Gas Services, L,L.C. as recorded in County Clerk's File No. D207367811 of the Deed Records of Tarrant County, Texas, said temporary construction .easement being more particularly described by metes and bounds as follows: COMMENCING at a point for the most westerly southwest corner of said 2.18 acre tract of land,said point being the most southerly corner of Lot A, Block One of Gifford-Hill & Co.Plant No. 4.1 Site,an addition to the City of Fort Worth; Tarrant County,Texas as recorded in Volume 388-133, Page 100 of the Plat Records of Tarrant County, Texas, said point being in the northeasterly line of a tract of land deeded to Tarrant County Water Control and Improvement District No. One as recorded in Volume 2621,Page 482 of said Deed Records of Tarrant County, Texas, from which a 1/2 inch Iron rod with'cap stamped "RPLS 427" found for corner in the northwesterly Iine of said 2.18.acre tract of land and being in the southeasterly line of said Lot A bears North 27 degrees 20 minutes 35 seconds East; a distance of 36.00 feet and North 76 degrees 35 minutes'35 seconds East, a distance of 132.00 feet, and from which a 1/2 inch iron rod with cap stamped "Precise" found for corner in the northwesterly line of said 2.18 acre tract of land and being in the southeasterly line of said Lot A bears North 27'degrees 20 minutes 35 seconds East, a distance of 36.00 feet;North 76 degrees 35 minutes 35 seconds East; a distance of 132,00 feet, North 60 degrees 20 minutes 35 seconds East, a distance of 138.00 feet; and North 53 degrees 50 minutes 35 seconds East, a distance of 75.00 feet; THENCE South 54 degrees 16 minutes 23 seconds East, with the southwesterly line of said 2.18 acre tract of land and with the northeasterly line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One,a distance of 171.47 feet to the POINT OF BEGINNING of the herein described temporary construction casement; THENCE North 71 degrees 27 minutes 15 seconds East, a distance of 180.98 feet to a point for corner; THENCE North 21 degrees 33 minutes 43 seconds East, a distance of 94.03 feet to a point for corner; THENCE North 16 degrees 23'minutes 12 seconds East, a distance of 64.64 feet to a point for corner; Exhibit A Page 1 of 2 THENCE South 49 degrees 52 minutes 42 seconds East, a.distance of 2.24 feet to a point for corner; THENCE Notth 39 degrees 57 minutes 13 seconds East, a distance of 32.40 feet to a point for coiner; THENCE South 16 degrees 23 minutes 12 seconds West, a distance of 94.12 feet to a point for corner; THENCE South 21 degrees 33 minutes 43 seconds West, a distance of 127.83 feet to a point for corner; THENCE South 71 degrees 27 minutes 15 seconds West, a distance of 14594 feet to a point for corner in the southwesterly line of said 2.18 acre tract of land, said point being in the northeasterly line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One, from which a 1/2 inch iron rod with cap stamped "Mustang"found for reference in the southwesterly line of said 2.18 acre tract of land bears South 54 degrees 16 minutes 23 seconds East, a distance of 12.25 feet; THENCE North 54 degrees 16 minutes 23 seconds West, with the southwesterly line of said 2.18 acre tract of land and with the northeasterly line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One,a distance of 43.11 feet to the POINT OF BEGINNING and containing 8,540 square feet or 0.196 acres of land,more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The :North Central Zone 4202,- All distances and areas shown are surface utilizing a surface factor of 1.0001375289116. Date: December 17;2014 °F r f z a� CU(�CIS SMITH 4em 5494 q � Curtis Smith fib. 5 u R Registered Professional Land Surveyor No. 5494 Texas Firm.No. 10106900 Exhibit A Page 2 of 2 EXHIBIT Il T T 99 99 PARCEL No. 2-YT PART 1 MATCH LINE "A" 132.00 FND 1/2"IR 735 °E®. ,,RPLS 427" AST�A TEMPORARY / /�`�` 2.18 ACRES (BY DEED) CONSTRUCTION` ` TEXAS MIDSTREAM 8,540 SQ. FT °e GAS SERVICES, L.L.C. z :: ! Ss, C.C.F. No. D207367811 0.196 ACRES R�6 D.R.T.C.T. . �:.7 rry aF '�i4\ 2�� 'E.•aO g�� .......... rte" . . g ,. Q�� PARCEL No. p� 2-PE PART 1 P.0.D. .. k FND, 1/2"IR "MUSTANG � I !,a °4 SUBJECT TRACT & \ / j,��Q� LOCATION OF EASEMENT LINE TABLE LINE BEARING DISTANCE TARRANT COUNTY WATER CONTROL L-1 N 27'20'35"E 36,00' AND IMPROVEMENT DISTRICT No. ONE L-2 N 60'20'35"E 138.00' VOLUME 2621, PAGE 482 L-3' N 16`23'12'E 64.64' D.R.T.C.T. L-6 S -16.23'12"W 94.12' L-7 S 54`16'23"E 12.25' L-8' N 5416'23"W 43.VV 1 OTA LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 60 30 0 60 2 ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING ,/�S TEMPORARY CONS of OF EASEMENT ' �E J OUT 2,18 ACRE TRACT OF LAND ` rrUATED IN THE JOHN BAUGH SURVEY, ABSTRACT No. 115 CURTIS SMIT CITY OF FORT WORTH, TARRANT COUNTY, TEXAS` .,..._.- _..,. � .,.. ,.... AS RECORDED IN COUNTY CLERK 1''S FILE. No. D20736781 5494 DEED RECORDS OF TARRANT COUNTY, TEXAS PROJECT. PART 4-WATER & SANITARY SEWER;RELOCATIONS ICITY PROJ. No.-:00960 S ACQUISITION AREA: 8.540 SQUARE FEET OR 0.196 ACRES CURTIS SMITH JOB No KHA_130800 DRAWN BY: CTA CAD FILE: 2—TE PART 1.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: DECEMBER 17, 2014 EXHIBIT B PAGE 1 OF 2 SCALE: 1a - 60" N0..5494 TEXAS FIRM No. 10106900 GORRONDONA'& ASSOCIATES, INC. • 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 761 78 817 7496-1424 FAX 817-496--1708 EXHIBIT "_B ,, PARCEL No, 2—TE PART 1 LINE TABLE' LINE I BEARING DISTANCE. APPROXIMATE LOCATION OF i%' � �/ L-2 N 60'20'35'E 138.00' 15.0'-SANITARY SEWER EASEMENT �� i� L-3 N 16'23'12"E 64.64' VOLUME 388-133, PAGE 100 � ' L-4' S 49'52'42°E 2.24' P.R.LC.T. ��J �� 1 L-S N 39'5T13'E 32:40' L-6 S 16'23'12'W 94.12' %l J 11 it EXHIBIT A-1 1,_TRACT 1 y' DETAIL "A" 1 1 SOUTHERN STAR CONCRETE, INC. ,?' NOT TO SCALE t} 1 C.C.F. No. D203275195 rr .. ` 1 D.R.T.C.T. of i SEWER LINE ABANDONED IN THIS LOCATION PER PLAN X-20920 DATED 7/29/2009 �� \ FND 1/2"IR �\ir CITY PROJECT No. 00361 r NO ABANDONMENT DOCUMENT FOUND PERMANENT SANITARY LOT A SEWER EASEMENT 1 r C.C.F. No. D204027645 F OCI{ 1 Co. D.R.T.C.T. sc GIF>'N pL �pNi4a�, I GE ap -133 gS oN gBg . , gVSVRV5Y \\\ 1 06 NQ Nr cc o A PERMANENT SANITARY SEWER EASEMENT ti PARCEL No. C.C.F. No, D204225080 , CC qt::r Sj 2-PE PART 1 FND 1/2"IR D.R.T.C.T. Of PRECOISE 2.18 ACRES (BY DEED) �. �yQ TEXAS MIDSTREAM o GAS SERVICES, L.L.C. 3 C.C.F. No. D207367811 w y�yo SEE D,R.T.C,T. SUBJECT TRACT & DETAIL "A LOCATION OF EASEMENT TEMPORARY h CONSTRUCTION. EASEMENT AREA 8,540 SO. FT: OR 0.196 ACRES MATCH LI N E "A" 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 60 30 0 60 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE. SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET Ca:ity of Fol-t Worb 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING / TEMPORARY CONSTRUCTION EASEMENT '... T 2.<18 ACRE TRACT OF LAND ST��<"p'�F'� SITUATED IN THE . JOHN BAUGH SURVEY, ABSTRACT No. 115 CU TIS 'SNIT ��..� . CITY OF FORT WORTH, TARRANT COUNTY, TEXAS l.. ... AS RECORDED IN COUNTY.CLERK'S FILE No. D201,367811 p�5494 DEED RECORDS OF TARRANT COUNTY; TEXAS PROJECT- PART 4-WATER & SANITARY SEWER 'RELOCATIONS CITY PROD. No. 00969 AC UISITION AREA: 8;540 SQUARE FEET OR 0.196 ACRES CURTIS SMITH JOB No: KHA 1308.00 I DRAWN BY: CTA Co.FlLE:,2-TE PART '.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE- DECEMBER 17.1 2014 1 EXHIBIT B PAGE 2 OF'2 SCALE: 1"'= 60' NO. 5494" TEXAS FIRM No. 10106900 GORRONDONA &ASSOCIATES, INC. 7524 JACK NEWELL BOULEVARD:SOUTH FORT WORTH,.TX. 76118 817-496-1424 FAX 817-496-1768 WATER&SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT&THE TRINITY UPTOWN SERVICE AREA BRIDGE & CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER&SANITARY SEWER RELOCATIONS PARCEL No. 2-TE PART 2 CITY PROJECT No. 00969 890 N. HOUSTON STREET, FORT WORTH, TEXAS JOHN BAUGH SURVEY, ABSTRACT No. 115 CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE: DECEMBER,17, 2014 GRANTOR: TEXAS MIDSTREAM GAS SERVICES, L.L.G. GRANTOR'S MAILING ADDRESS (including County): 890 N. HOUSTON STREET FORT WORTH, TARRANT COUNTY, TEXAS 76164 GRANTEE:: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a temporary construction easement situated in the John Baugh Survey, Abstract No. 115, City of Fort Worth, Tarrant County, Texas and being a portion of a 2.18 acre tract of land (by deed) deeded to Texas Midstream Gas Services, L.L.C. as recorded in County Clerk's File No. D207367811 of the Deed Records of Tarrant County, Texas, said temporary construction easement being more particularly described in Exhibits "A" and "B". Temporary,Con'ttuction Fasement 01/00/2007 Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee; its successors and assigns, the use and passage in, over, and across, below and along the easement situated in Tarrant County, Texas, in accordance with the legal description hereto attached as Exhibit"A", and ingress and egress over Grantor's property to the easement as shown on Exhibit"B". It is further agreed and understood that Grantee will be permitted the use of said easement for the purpose of sewer facility construction. Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease. TO HAVE AND TO HOLD the above described easement, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs; successors; and assigns to warrant and defend, all and singular; said easement unto Grantee, its successors and assigns; against every person whomsoever lawfully claiming or to claim the same, or any part thereof. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Teinporary Construction Easement 01/04/2007 GRANTOR: TEXAS MIDSTREAM GAS GRANTEE: City of Fort Worth SERVICES, L.C.C. Fernando Costa Assistant City Manager APPROVED AS TO FORM AND LEGALITY Assistant City Attorney ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared , known to me to be the same person whose name is subscribed to the foregoing instrument,and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20_ Notary Public in and for the State of Texas TemporaryConstractiou Easement 0 u09/2007 ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated GIVEN UNDER MY HAND AND SEAL. OF OFFICE this day of 20_: Notary Public in and for the State of Texas After recording return to City of Fort Worth Department of Engineering Real Property Services 1.000 Throckmorton St Fort Worth,TX 76102 Temporary Construction Easement 01%09!2007 WATER&SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT& THE TRINITY UPTOWN SERVICE AREA. BRIDGE & CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER&SANITARY SEWER RELOCATIONS' PARCEL No.2-TE PART 2 CITY PROJECT No. 00969 890 N.HOUSTON STREET,FORT WORTH;TEXAS JOHN BAUGH SURVEY,ABSTRACT No. 115 EXHIBIT "A" Being a temporary construction easement situated in the John Baugh Survey, Abstract No. 115, City of Fort Worth, Tarrant County, Texas and being a portion of a 2.18 acre tract of land (by deed) deeded to Texas Midstream Gas Services, L.L.C. as recorded in County Clerk's File No. D207367811 of the Deed Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows: COMMENCING at a point for the most westerly southwest coiner of said 2.18 acre tract of land, said point being the most southerly corner of Lot A,Block One of Gifford-Hill & Co. Plant No.; 41 Site;an addition to the City of Fort Worth, Tarrant County; Texas as recorded in Voliune 388433, Page 100' of the Plat Records of Tarrant County, Texas, said point being in the northeasterly,line of a tract of land deeded to`Tarrant County Water Control and Improvement District No. One as.recorded in Volume 2621,Page 482 of said Deed Records of Tarrant County, Texas, from which a 1/2 inch iron rod with cap stamped "Mustang" found for reference in the southwesterly line of said 2.18 acre tract of land bears South 54 degrees 16 minutes 23 seconds_ East, a distance of 226.83 feet; THENCE North 27 degrees 20 minutes 35 seconds East, with the westerly line of said 2.18 acre tract of land and with the easterly line of said Lot A, a distance of 3 6.00 feet to a point for corner; THENCE North 76 degrees 35 minutes 35 seconds East,with the westerly line of said 2.18 acre tract of land and with the easterly line of said Lot A, a distance of 132.00 feet to a 1/2 inch iron rod with cap stamped "RPLS 427" found for corner; THENCE North 60 degrees 20 minutes 35:seconds East, with the westerly line of said 2.18 acre tract of land and with the easterly line of said Lot A, a distance of 138.00 feet to a point for corner; THENCE North 53 degrees 50 minutes 35 seconds East, with the westerly line of said 2.18 acre tract of land and with the easterly line of said Lot A, a distance of 75.00 feet to a 1/2 inch iron rod with cap stamped "PRECISE" found for corner;,THENCE North 48 degrees 05 minutes 35 seconds East, with the westerly line of said 118 acre tract of land and with the easterly line of said Lot A, a distance of 61.00 feet to a point for corner; THENCE North 44 degrees 05 minutes 35 seconds East,with the westerly line of said 2.18 acre tract of land and with the easterly line of said Lot A, a distance of 20.09 feet to the POIItiT OF BEGINNING of the herein described temporary construction easement, THENCE North 44 degrees 05 minutes 35 seconds East, with the westerly line of said 2.18 acre tract of land and with the easterly line of said Lot A, a distance of 15.08 feet to a point for corner, from which a 1/2 inch iron rod found for an angle point in the westerly line of said, 2.18 acre tract of land bears North 44 degrees 05 minutes 35 Exhibit A Page 1 of 2 seconds East, a distance of 61.72 feet, said 1/2 inch iron rod being in the southeasterly line of said Lot A'of Gifford-Hill&Co.Plant No. 41 Site; THENCE South 51 degrees 57 minutes 27 seconds East, a distance of 6.33 feet to a point for corner; THENCE South 01 degrees '51 minutes 14 seconds East, a distance of 52.91 feet to a point for corner; THENCE South 16 degrees 23 minutes 12 seconds West, a distance of 15.79 feet to a point for corner; THENCE North 48 degrees 30 minutes 41 seconds West, a distance of 16.56 feet to a point for corner; THENCE North 16 degrees 23 minutes 12 seconds:East, a distance of 6.36 feet to a point for corner; THENCE North 01 degrees 51 minutes 14 seconds West, a distance of 43.49 feet to a point for corner; THENCE North 51 degrees 57 minutes 27 seconds West; a distance of 0.91 feet to the POINT OF BEGINNING and containing 943 square feet or 0.022 acres of land, more or less. Notes: (1) A.plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202. All distances and areas shown are surface utilizing a surface factor of 1.0001375289116. Date: December 17,2014 i 4 OF T v f CURTIS�SMITH t 544 94 Curtis Smith 'U Registered Professional Land Surveyor S U F" No. 5494 Texas Firm No.,10106900 Exhibit A Page 2;of 2 EXHIBIT B PARCEL No. 2—TE PART 2 MATCH LINE "A" u2 }32.09 END 1/2"IR 75'35°E "RPLS 427" P.0.C. ��yGH 3 A A NO N 2.18 ACRES (BY DEED) TEXAS MIDSTREAM GAS SERVICES, L.L.C. s C.C.F. No. D207367811 D.R.T=C.T. END 7/2'18 "MUSTANG" PARCEL No. �? 2-TE PART 2 , Q^ Q TARRANT COUNT( WATER CONTROL � AND IMPROVEMENT_DISTRICT No. ONE VOLUME 2621, PAGE 482 SUBJECT TRACT & D.R.T.C.T. LOCATION OF EASEMENT -- LINE TABLE LINE BEARING DISTANCE L-1 N 2720'35"E 36.00' L-2.I N 60'20'35"E I 138:00 NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 60 30 0 60 2, ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83. THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET r7TF 0 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING ate` TEMPORARY CONSTRUCTION EASEMENT �� , .• / � OUT OF A IS T -f- 2.18 ACRE TRACT OF LAND SITUATED IN THE E u JOHN BAUGH SURVEY, ABSTRACT No. 115 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS C U JOHN SMITH AS RECORDED IN COUNTY CLERK'S FILE No. D207367811 }- ,o� a94 DEED RECORDS OF TARRANT COUNTY, TEXAS PROJECT: PART 4—WATER & SANITARY SEWER RELOCATIONS I CITY PROD. No. 009.69 ACQUISITION AREA: 943 SQUARE FEET OR 0.022 ACRES CURTIS SMITH JOB No. KHA-1308:00 DRAWN BY: CTA CAD FILE:.2—TE PART 2.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE DECEMBER 17, 2014 IEXHIBrr B PAGE 1 OF 2 1 SCALE: 1" = 60' No 5494, TEXAS FIRM No. 10106900 GORRONDONA k ASSOCIATES, INC 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH,TX. 76118 617-496-1424 FAX 817-496-1768 EXHIBIT "B PARCEL No. 2-TE PART 2 f' // LINE TABLE LINE I BEARING DISTANCE APPROXIMATE LOCATION OF / L-2 N 60'20'35"E 138.00' 15.0' SANITARY SEWER EASEMENT / / L-3 N 44'05'35'E 20.09' VOLUME 388-133, PAGE'700 ! SvRVE L-4 N 44'05'35°E 75:08' RR.T.C.T. i PUGM 1A5 L-5 N 44'05'35 E 61.72' 30µN B�Ae� No. L-6 S 51'57'27'E 6.33' L-7 S 01'51'14"E 52.91' L-8 S 16'23'12"W 15.79' i EXHIBIT A-11, TRACT 1 z L-9 N 48'30'41"W 16:56' SOUTHERN STAR CONCRETE, INC. i C.C.F. No. D203275195 F L-10 N 16'23'12"E 6.36' D.R.T.C.T.i y o L-11 IN 01'51'14"W 43.49' i t L-12 IN 51'57'27"W 0.91' ✓' PERMANENT SANITARY SEWER LINE ABANDONED IN THIS LOCATION ' SEWER EASEMENT PER PLAN X-20920 DATED 7/29/2009 \ C.C.F. No. D204027645 CITY PROJECT No. 00351 \ \ D.R.T.C.T. NO ABANDONMENT DOCUMENT FOUND PARCEL No. \\\ FND 1/2"IR I PE MAN EASEMENT Y 2-TE PART 2 \ \ C.C.F. No. D204225080 SEE \\ \ D.R.T.C.T. DETAIL "A" L-6 LOT A BLOCK O SUBJECT TRACT & p flILL SITE pp n LOCATION OF EASEMENT G11:`F0 Tjo. 3 PAGE 1 6�� !� DETAIL "A" PLAN388-. 3C'T � NOT TO SCALE VOLT) E P P T FND 1/2'IR a6°� L-10 (h... "PRECISE"-�" co x 5� TEMPORARY ;; o� CONSTRUCTION `' EASEMENT AREA 943 SQ. FT. OR 0.022 ACRES 2.18 ACRES (BY DEED) TEXAS MIDSTREAM GAS SERVICES, L.L.C. C.C.F. No. D207367811 D.R.T.C.T. MATCH LINE "A" AT 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 60 30 0 60 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM. NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET 1000 THROCKMORTON STREET + FORT WORTH, TEXAS 76102 EXHIBIT SHOWING -rte TEMPORARY CONS TRF CATION EASEMENT /� � 2.18 ACRE TRACT OF LAND �� Y SITUATED IN THE JOHN BAUGH SURVEY, ABSTRACT No. 1.15 CUR IS S+v11TH CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ......•. .••... AS RECORDED IN 5494 v COUNTY CLERK'S FILE No. D207367811 DEED RECORDS OF TARRANT COUNTY, TEXAS .....;:.• PROJECT: PART 4-WATER & SANITARY SEWER RELOCATIONS I CITY PROJ. No. 00969 A C QUISITION AREA: '943 SQUARE FEET OR 0.022 ACRES CURTIS SMITH JOB No.. KHA_1308.00 DRAWN BY- CTA I CAD FILE. 2-TE-PART 2.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE:. DECEMBER 17; 2014 1 EXHIBIT B PAGE 2 OF'2 SCALE: 1"= 60` NO, 5494 TEXAS FIRM No 10106900 GORRONDONA k ASSOCIATES; INC. 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 817-496-1424 FAX 817-496-1768 WATER&SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT&THE TRINITY UPTOWN SERVICE AREA BRIDGE & CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER&SANITARY SEWER RELOCATIONS PARCEL No. 2-TE PART'3 CITY PROJECT No. 00969 890 N. HOUSTON STREET, FORT WORTH, TEXAS JOHN BAUGH SURVEY, ABSTRACT No. 115 CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE: DECEMBER 17, 2014 GRANTOR:, TEXAS MIDSTREAM GAS SERVICES,L.L.C. GRANTOR'S MAILING ADDRESS (including County): 890 N. HOUSTON STREET FORT WORTH, TARRANT COUNTY, TEXAS 76164 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH,TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10:00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY_ Being a temporary construction easement situated in the John Baugh Survey, Abstract.No. 115, City of Fort Worth, Tarrant County, Texas and being a portion of a 2.18 acre tract of land (by deed) deeded to Texas Midstream Gas Services, L.LC. as recorded in County Clerk's File No. D207367811 of the Deed Records of Tarrant County, Texas, said temporary construction easement being more particularly described in Exhibits "A" and"B Temporary Constnection Easement 01/09!2007' Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee, its successors and assigns, the use and passage in, over, and across, below and along the easement situated in Tarrant County, Texas, `in accordance with the legal description hereto attached as Exhibit "A", and ingress and egress over Grantor's property to the easement as shown on Exhibit"B". It is further agreed and understood that Grantee will be permitted the use of said easement for the purpose of sewer facility construction. Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease. TO HAVE AND TO HOLD the above described easement, together with, all and singular; the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs, successors, and,assigns, to warrant and defend, all and singular, said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Temporary Construction Easement 01!04/2007 GRANTOR: TEXAS MIDSTREAM GAS GRANTEE: City of Fort Worth SERVICES,'L.C.C. Fernando Costa Assistant.City Manager APPROVED AS TO FORM AND LEGALITY Assistant City Attorney ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day.personally appeared known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated: GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 120 . Notary Public in and for the State of Texas Temporary.Comtrudiou Easement oilp9noo7 ACKNOWLEDGEMENT STATE OF TEXAS §. COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fork Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20+ Notary Public in and for the State of Texas After recording return to: City of Fort Worth Department of Engineering Real Property Services 1000 Throckmorton St Fort Worth,TX 76102 Temp'oYaty CoMiructionFaseinent 0110972Q07 WATER& SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT &THE TRINITY UPTOWN SERVICE AREA BRIDGE& CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT R WATER& SANITARY SEWER RELOCATIONS_ PARCEL No.2-TE PART 3 CITY PROJECT No. 00969 890 N.HOUSTON STREET, FORT WORTH,TEXAS JOHN BAUGH SURVEY, ABSTRACT No. 115 EXHIBIT "A" Being a temporary construction easement situated in the John Baugh Survey, Abstract No. 115, City of Fort Worth, Tarrant County, Texas and being a portion of a 2.18 acre tract of land (by deed) deeded to Texas Midstream Gas Services, L.L.C, as recorded in County.Clerk's File No. D207367811 of the Deed Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows;, COMMENCING at a 1/2 inch iron rod with cap stamped"Precise"found for the most northerly northwest coiner of said 2.18 acre tract of land, said 1/2 inch iron rod with cap stamped "Precise" being the most northerly northeast corner of Lot A, Block One of Gifford-I:Iill & Co. Plant No. 41 Site, an addition to the City of Fort Worth, Tarrant County, Texas as recorded,in Volume 388-133,Page 100 of the Plat Records of Tarrant County, Texas;:said 1/2 inch iron rod with cap stamped "Precise" also being in the south line of Lot A Block One of J.W. Nichols Company Addition,an addition to the City of Fort.Worth,Tarrant County, Texas as-recorded in Volume 388-130, Page 76 of said Plat`Records of Tarrant County, Texas, from which a 1/2 inch iron rod with cap stamped"Area Surveying"found for the northeast corner of said 2.18 acre tract of land bears North 88 degrees 43 minutes 42 seconds East, a distance of 30.40 feet, said 1/2 inch iron rod with cap stamped "Area Surveying" being the most southerly southeast corner of said Lot A of J.W. Nichols Company Addition, said 1/2 inch iron rod with cap stamped "Area Surveying" also being in the westerly right-of-A ay line of Fort Worth & Westem Railroad (a variable width right-of-way); THENCE South 32 degrees 50 minutes 35 seconds West, with the westerly line of said 2.18 acre tract of land and with the easterly line of said Lot A of Gifford- 1-lit] & Co. Plant No. 41 Site, a distance of 35.44 feet to the POINT OF BEGINNING of the herein described temporary construction easement; THENCE South 06 degrees 51 minutes 43 seconds West, a distance of 40.48 feet to a point for corner in the westerly line of said 2.18 acre tract of land, said point being in the easterly line of said Lot A of Gifford-Hill &Co. Plant No. 41 Site; THENCE North 83 degrees 54 minutes 25 seconds West, with the westerly line of said 2.18 acre tract of land and with the easterly line of said Lot A of Gifford-Hill &Co. Plant No. 41 Site;a distance of 15.00 feet to apoint for coiner; THENCE North,06 degrees 51 minutes 43 seconds East, a distance of 9.90 feet to a point for corner in the westerly line of said 2.18 acre tract of land, said point being in the easterly line of said Lot A of Gifford-Hill&Co. Plant No.41 Site; Exhiliit.A Page l of 2 THENCE,North.3)2.degrees 50 minutes 35.seconds East, with the westerly line of said 2.18 acre tract of land and with the easterly line of said Lot:A of Clifford-Hill & Co. Plant No. 41 Site a distance of 34.24 feet to the POINT OF BEGINNING and containing 379 square feet or 0.009 acres ofland,.more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83; The North Central Zone 4202, All distances and areas shown are surface utilizing a surface factor of 1.0001375289116. Date: December 17, 2014 OF T CURTIS SMITH 5494o�Q�' Curtis Smith �'S51,, i Registered Professional Land Surveyor SUR`I No. 5494 Texas Firm No. 10106900 Exhibit A.Page 2 of 2 EXHIBIT " PARCEL No. 2-TE PART 3 I 1 } 40,0''EMERGENCY I EXHIBIT A-11, TRACT 2 ( I APPROXIMATE LOCATION SOUTHERN STAR CONCRETE, INC. L__.OF FLOODWAY EASEMENT ACCESS AND UTILITY EASEMENT I C.C.F. No: D203275145 ( ) VOLUME 388-130, PAGE 76 VOLUME 388-130, PAGE 76 } D,R.T.C.T. P.R.T.C.T. ----- LOT ,B --- 11 LOT ONES tL_- C C F,RNPR D2 62782TLTD. IN� N BBEARING ABLE 30 _P.R.T.C,T- --- } 1 BLO aL D,R.T.C.T. DISTANCE Ij IC$ ON 1 1 11 L-2 S 06'51'43'W 40,48'. 1- ----- --- --J.ANJ( 03)f pAGE 76------j----------- L-4 N 06'S1'43'E 79.90'' (CO�P368_1 C•2. i + LOT A L-5 N 32'50'35"E 34.24' VOy1JTvi p, I r L-1 FND 1/2"IR n i' y� "AREA SURVEYING" 15.0' SANITARY SEWER EASEMENT O.C. �/ tih �' FND 1f2"IR �' PARCEL No. VOLUME 388-130; PAGE 76 "PRECISE" <� '' 2-TE PART 3 P.RT.C.T. - h� 2.18 ACRES --------4 --------------------- ----------- -� ,p L 20.0' FLOODWAY EASEMENT 'J/ P.O.B. (BY DEED) VOLUME 388-133, PAGE 100 '� TEXAS MIDSTREAM GAS SERVICES, L.L>C a C.C.F. No. 0207367811 SUBJECT TRACT & D,R.T.C.T, LOCATION OF EASEMENT CGEMPO Y Q AR y N BN N0' X 15 EASEMENT AREA t 30 N S�RPCS 378 SQ. FT. OR j 1 0.009 ACRES X cc o APPROXIMATE LOCATION OF ) 15:0' SANITARY SEWER EASEMENT L 3 .� S 8�.54�25"E q$1 zc VOLUME 388-133, PAGE 100 S 83'54'25'E 38;13' LOT P.R.T.0 T: LINE [� _FND 1 f2"IR "PRECISE", FROM WHICH A 2 LOT A FND 1/2"IR (BENT) BEARS j N 06'18'47'V 0:2,V f° L�c ONE Co. z flLOC KILL & XTE Qd w 61F )�'r ��3 POE 1HO SOUTHERIN STAR KNCREfE� INC. �� 0 VOLUM13 .388 T C.T. C.C.F_ No. D203275195 NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 30 15 0 30 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET !8 c,,Fffty,iz of Foruff- Wort-:h 1000 THROCKMORTON STREET - FORT WORTH, TEXAS 76102 EXHIBIT SHOWING `-� TEMPORARY CONSTRUCTION EASEMENT r: �ti a� �c STE 2.18 ACRE TRACT OF LAND Y 1Fpk SITUATED IN THE JOHN BAUGH SURVEY, ABSTRACT No. 115 CG' TIS CITY OF FORT WORTH, TARRANT COUNTY, TEXAS „. AS RECORDED IN f 'c 549$ v: .COUNTY CLERK'S FILE No. D207367811 '0 4' DEED RECORDS OF TARRANT COUNTY, TEXAS PROJECT: PART -4-WATER &-SANITARY SEWER RELOCATIONS ICITY PROD. Na: 00969 -ACQUISITION AREA: 378 SQUARE FEET OR 0:009 ACRES CURTIS SMITH JOB No. KHA_1308.00 DRAWN BY- CTA CAD FILE:;2-TE PART 3.DWG REGISTERED_ PROFESSIONAL UiND SURVEYOR DATE: DECEMBER 17. 2014 EXHIBIT B PAGE 1 OF.1 SCALE 1" 30' NO. 5494 TEXAS'FIRM NO. 10106900 GORRONDONA& ASSOCIATES..INC; • 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH,TX. 76118 -•_ 817-496-1424 FAX 817-496-1768 WATER&SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT &THE TRINITY UPTOWN SERVICE AREA BRIDGE&CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER&SANITARY SEWER RELOCATIONS PARCEL No.:2-TE PART 4 CITY PROJECT No. 00969 890 N. HOUSTON STREET, FORT WORTH,TEXAS JOHN BAUGH SURVEY, ABSTRACT No. 115 CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE DECEMBER 17, 20-14 GRANTOR:: TEXAS MIDSTREAM GAS SERVICES, L.L.C. GRANTOR'S MAILING ADDRESS (including County): 890 N. HOUSTON STREET FORT WORTH, TARRANT COUNTY, TEXAS 76164 GRANTEE CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and 'Valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a temporary construction easement situated in the John Baugh Survey, Abstract No. 115, City of Fort Worth, Tarrant County, Texas and being a portion of a 2.18 acre tract of land (by deed) deeded to Texas Midstream Gas Services, L.L.C. as recorded in County Clerk's File No. D207367811 of the Deed Records of Tarrant County, Texas, said temporary construction easement being more particularly described in Exhibits "A" and "B". Temporary Constructiou.Easen}ent 01!0972007 Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee, its successors and assigns, the use and passage in, over, and across, below and along the easement situated in Tarrant County;Texas, in accordance with the legal description hereto attached as Exhibit "A", and ingress and egress over Grantor's property to the easement as shown on Exhibit"B" It is further agreed and understood that Grantee will be permitted the use of said easement for the purpose of sewer facility construction. Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease. TO HAVE AND TO HOLD the above described easement, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs, successors, and assigns, to warrant and defend, all and ingular, said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. (SIGNATURES APPEAR ON THE FOLLOWING PAGE] Temporary Canstwlctton-Easement 01(09/2007 GRANTOR TEXAS MIDSTREAM GAS GRANTEE: City of Fort Worth SERVICES, L.C.C. Fernando Costa.Assistant City Manager APPROVED AS TO FORM AND LEGALITY Assistant City Attorney ACKNOWLEDGEMENT STATE OF TEXAS §. COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared , known to me to be the same person whose name is subscribed to the-foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated, GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20_ Notary Public in and for the State of Texas Temporary Constnietion Easement O ll09k2007' ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TA►RRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, known to me to be the same-person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of Notary Public in and for the State of Texas After recording return to: City of Fort North Department of Engineering Real Property Services 1000 Throckmorton St Fort Worth,TX 76102 Temporary Construction Easement 01/09/2007 WATER&SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT &THE TRINITY UPTOWN SERVICE AREA BRIDGE z& CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER& SANITARY SEWER RELOCATIONS PARCEL No.2-TE PART 4 CITY PROJECT No. 00969 890 N. HOUSTON STREET,FORT WORTH,TEXAS JOHN BAUGH SURVEY,ABSTRACT No.115 EXHIBIT "A" Being a temporary construction easement situated in the John Baugh Survey, Abstract No. 115, City of Fort Worth, Tarrant County, Texas and being a portion of a 2.18 acre tract of land (by deed) deeded to Texas Midstream Gas Services, L.L.C. as recorded in County Cleric's File No. D207367811 of the Deed 'Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows: COMMENCING at a point for the most westerly southwest corner of said 2.18 acre tract-of land, said point being the most southerly corner of Lot A. Block One of Gifford-Hill &Co. Plant No. 41. Site, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-133, Page 100 of the Plat Records of Tarrant County, Texas, said point being in the northeasterly line of a tract of land deeded to Tarrant County Water Control and Improvement District No. One as recorded in Volume 2621,Page 482 of said Deed Records of Tarrant County, Texas, from which a 1/2 inch iron rod with cap stamped "RPLS 427" found for corder in the northwesterly line of said 2.18 acre tract of land and being in the southeasterly line of said Lot A bears North 27 degrees 20 minutes 35 seconds East; a distance of 36.00 feet and North 76 degrees 35 minutes 35 seconds East, a distance of 132.00 feet, and from which a 1/2 inch iron rod with cap stamped"Precise found for corner in the northwesterly line of said 2.1`8 acre tract of land and being in the southeasterly line of said Lot A bears North 27 degrees 20 minutes 35 seconds East; a distance of 36.00 feet,North 76 degrees 35 minutes 35 seconds East, a distance of 132.00 feet, North 60 degrees 20 minutes 35 seconds East; a distance of 138.00 feet, and North 53 degrees 50 minutes 35 seconds East, a distance of 75.00 feet; THENCE South 54 degrees 16 minutes 23 seconds East, with the southwesterly line of said 2.18 acre tract of land and with the northeasterly line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One, passing at a distance of 226.83 feet, a 1/2 inch iron rod with cap stamped "Mustang" found for reference, in all, a distance of 257.70 feet to the POINT OF BEGINNING of the herein described temporary construction easement; THENCE North 71 degrees 27 minutes 15 seconds East, a distance of 137.04 feet to a point for corner; THENCE South 26 degrees 23 minutes 51 seconds West; a distance of 112,75 feet to a point for corner in the southwesterly line of said 2.18 acre tract of land, said point being in the northeasterly line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One; Exhibit.A:Page l of 2 THENCE North 54 degrees 16 minutes 23 seconds, West, with the southwesterly line of said 2.18 acre tract of land and with the northeasterly line of said tract of land deeded to Tarrant County Water Control and Improvement District No. One, a distance of 9 8.3 0 feet to the POINT OF BEGINNING and containing 5,468 square feet or 0.126 acres of land,more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202; All distances and areas shown are surface utilizing a surface factor of 1.000137289116. Date: December 17 2014 �F T` CJRTIS SMITH '` ✓ �'i'� C s?°p 5494\-,.-'*g: L Curtis Smith Registered Professional Land Surveyor � ' No. 5494 Texas FirmNo. 10106900 Exhibit A Page 2 of 2 EXHIBIT "B PARCEL No. 2—TE PART 4 MATCH LINE "A Vz 13906 MD 1/2"IR N 16 3535" +' "ftPLS 427" , oNN ago �oi A15 cl P.0.C. NBsj?'p' 2.18 ACRES (BY DEED) TEXAS MIDSTREAM GAS SERVICES, L.I—C. r C.C,F. No. D207367811 D.R.T.C.T. TEMPORARY CONSTRUCTON s J` EASEMENT AREA q6- z 5,468 SQ. FT. OR 0.126 ACRES PASSING AT 226.83', FND 1/2"IR "MUSTANG" %� PARCEL No; c1 /`v 2—TE PART 4 P.0.-._• N �® h my g, s�� co SUBJECT TRACT & TARRANT COUNTY WATER CONTROL LOCATION OF EASEMENT AND IMPROVEMENT DISTRICT No. ONE p VOLUME 2621, PAGE 482 D.R.T.C.T. LINE TABLE LINE BEARING DISTANCE L-1 N 2720'35°E 36.00' L-2 N 60'20'35' 438:00' NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 60 30 0 60 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83; THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET o x7y WORTH 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING >'g TEMPORARY CONSTRUCTION EASEMENT F OF OUT OF A 2.18 ACRE TRACT OF LAND. SITUATED IN THE JOHN BAUGH SURVEY, ABSTRACT No. '115 CURTIS SMII CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AS RECORDED IN ` COUNTY CLERK'S FILE-No. D207367811 ' p� 5494 r DEED RECORDS OF TARRANT COUNTY, TEXAS PROJECT: PART 4—WATER,& SANITARY SEWER RELOCATIONS CITY PROJ. No. 00,969 ACQUISITION AREA: 5,468 SQUARE FEET OR 0.126 ACRES CURTIS SMITH JOB No.KHA-1308:00 DRAWN BY: CTA CAD FILE: 2—TE PART 4.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: DECEMBER 17, 2014 1 EXHIBIT:B:PAGE 1 OF 2• SCALE 1" '= 60 NO. 5494 TEXAS'FIRM No. 10106900 GORRONDONA'k.ASSOCIATES, INC. + 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 817-496-1424 FAX 817-496-1768 EXHIBIT 51B59 PARCEL No. 2-TE PART 4 LINE: BEARING DISTANCE APPROXIMATE LOCATION OF �r �. L-2 N 60-2035'E 138.00` 15,0` SANITARY SEWER EASEMENT i VOLUME 388-133, PAGE 100 P.R.T.C.T. �/''r 1 1 PARCEL No. 2—TE PART 4 R S 1 5 z+ j No. SEWER LINE ABANDONED IN THIS LOCATION SUBJECT TRACT & PER PLAN X-20920 DATED 7/29/2009 LOCATION OF EASEMENT CITY PROJECT No. 00351 NO ABANDONMENT DOCUMENT FOUND FND A112"IR P ERMANENT SANITARY SEWER EASEMENT PERMANENT SANITARY � .C.F. No. D204225080 LOT A SEWER EASEMENT �� D.R.T.C.T. C:C.F. No. D204027645 j �� D.R.T.C.T. FF0 — 1 .jM PAGE i 00 vOL E 3 R-T C`T \\ EXHIBIT A-11, TRACT 1 1 ® {� SOUTHERN STAR CONCRETE, INC. FND 1/2"IR C.C,F. No. D203275195 "PRECISE` A.R;T.C;T. y5ti 2.18 ACRES (BY DEED) TEXAS MIDSTREAM Q �- GAS SERVICES, L.L.C. 0 C.C.F. No. D207367811 CO D.R.T.C.T. �s �2 MATCH LINE "A" NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES;THIS PLAT, 60 30 0 60 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET T A& Of Fort Worth 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING -\ TEMPORARY CONSTRUCTION EASEMENT T OUT OF A GeS7F 2A8 ACRE TRACT OF LAND `v � SITUATED IN THE h_ JOHN BAUGH SURVEY, ABSTRACT No. 115URTIS SMIT CITY OF FORT WORTH, TARRANT COUNTY, 'TEXAS; „.. ,.....,. AS RECORDED IN 5494 .f COUNTY CLERK'S FILE No. D207367811 ©cE �© W, C} DEED RECORDS OF TARRANT COUNTY, TEXAS PROJECT: PART 4—WATER & SANITARY SEWER RELOCATIONS CITY PROD. No. 00969 ACQUISITION AREA: 5 468 SQUARE FEET OR 0.126 ACRES GURTIS SMITH 'JOB No. KHA_1308 00 DRAWN BY: CTA CAD FILE:'2—TE PART 4.DWG' RO REGISTERED PFESSIONAL LAND.SURVEYOR DATE DECEMBER 17, 2014 1 EXHIBIT B PAGE'2 0 F`2 SCALE: 1" = 60' 1140. 5494 TEXAS FIRM Noi 10106900 GORRONDONA do ASSOCIATES, INC. • 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 817-496-1424 FAX 817-496-1768 WATER&SANITARY SEWER RELOCATIONS. FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT..&THE TRINITYUPTOWN SERVICE AREA BRIDGE &CHANNEL.RELOCATIONS PART 4—CHANNEL SEGMENT B WATER& SANITARY SEWER RELOCATIONS PARCEL No. 3-PE PART 1 CITY PROJECT No. 00969 880 N. HOUSTON STREET, FORT WORTH,TEXAS LOT A, BLOCK ONE, GIFFORD-HILL & CO. PLANT No. 41 SITE STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PERMANENT SEWER FACILITY EASEMENT DATE: DECEMBER 17, 20.14 GRANTOR: SOUTHERN STAR CONCRETE, INC. GRANTOR'S MAILING ADDRESS (including County): 880 N. HOUSTON STREET FORT WORTH, TARRANT COUNTY,TEXAS 76164 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1.000 THROCKMORTON ST. FORT WORTH,TARRANT COUNTY,TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a permanent sanitary sewer easement out of Lot A, Block One of Gifford-Hill & Co. Plant No. 41 Site, an addition to the City of FortWorth, Tarrant County, Texas as recorded in Volume 388-133, Page 100 of the Plat Records of Tarrant County, Texas, and being a portion of a tract of land described as Exhibit A-1 1, Tract 1 deeded to Southern Star Concrete, Inc. as recorded in County Clerk's File No, D203275195 of the Deed Records of Tarrant County, Texas, said permanent sanitary sewer easement being more particularly described in Exhibits W and "B PERMANENT SEWER EAGILITY EASEMENT Rev.06)12/2010 Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns; an exclusive, perpetual easement for the construction, operation; maintenance; replacement, upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility The Facility includes all incidental underground and aboveground attachments; equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. in no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or(II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures>that requirel a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's. use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement, TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto-Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] PERMANENT SEWER FACILITY EASEMENT Rev.05/12/2010 GRANTOR: SOUTHERN STAR GRANTEE: City of Fort Worth CONCRETE, INC. (Name of person authorized to sign), Title Fernando Costa,Assistant City Manager APPROVED AS TO FORM AND LEGALITY Assistant City Attorney ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20_ Notary Public in and for the State of Texas PERMANENT SEWER FACILITY EASEMENT Rev.6511212010 ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY NAND AND SEAL OF OFFICE this day of Notary Public in and for the State of Texas PERMANENT SEWER FACILITY EASEMENT Rev.05/1212010 WATER& SANITARY SEWER.RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT&THE TRINITY UPTOWN SERVICE AREA BRIDGE &CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER& SANITARY SEWER RELOCATIONS PARCEL No.3-PE PART 1 CITY PROJECT No. 00969 880 N.HOUSTON STREET,FORT WORTH,TEXAS LOT A,BLOCK ONE, GIFFORD-HILL & CO. PLANT No. 41 SITE EXHIBIT "A" Being a permanent sanitary sewer easement out of Lot A, Block One of Gifford-Hill & Co Plant No. 41 Site, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-133;Page 100 of the Plat Records of Tarrant County, Texas, and being a portion of a tract of land described as Exhibit A-11, Tract l deeded to Southern Star Concrete, Inc. as recorded..in County Clerk's File No. ;D203275195 of the Deed Records of Tarrant County, Texas, said permanent sanitary;sewer easement being more particularly described by metes and bounds as follows: COMMENCING at a 1/2 inch iron rod with cap stamped"Precise"found for the most northerly northeast corner of said Lot A, said 1/2 inch iron rod with cap stamped"Precise" being the most northerly northwest corner of a2.1.8 acre tract of land(by deed) deeded to Texas:Midstream Gas Services, L.L.C. as recorded in County Clerk's File No. D207367811 of said Deed Records of Tarrant County,Texas, said.1/2 inch iron rod with cap stamped "Precise also being in the south line of Lot A, Block One of J.W. Nichols Company Addition, an addition to the City of Fort Worth, Tarrant County; Texas as recorded in Volume 388-130,Page 76 of said Plat Records of Tarrant'County, Texas, from which a 1/2 inch iron rod with cap stamped "Area Surveying" found for the northeast corner of said 2.18 acre tract of land bears North 88 degrees 43 minutes 42 seconds East, a distance of 30.40 feet, said 1/2 inch iron rod with cap stamped "Area Surveying" being the most southerly southeast corner of said Lot A of J.W. Nichols Company Addition, said 1/2 inch iron rod with cap stamped "Area Surveying" also being in the westerly right-of-way line of Fort Worth &Western Railroad (a variable width right-of-way) THENCE South 32 degrees 50 minutes 35 seconds West, with the easterly line of said Lot A of Gifford- Hill & Co. Plant No. 41 Site and with the westerly line of said 2.18 acre tract of land, a distance of 80.77 feet to a point corner;THENCE South 83 degrees 54 minutes 25 seconds East, with the easterly line of said Lot A of Gifford-Hill& Co. Plant No. 41 Site and with the westerly line of said 2.18 acre tract of land, a distance of 30.40 feet to the POINT OF BEGINNING of the herein described permanent sanitary sewer easement; THENCE South 83 degrees 54.minutes 25 seconds East, with the easterly line of said Lot A of Gifford-Hill &Co. Plant No. 41 Site and with the westerly line of said 2.18 acre tract of land, a distance of 35.58 feet to a.point for corner, from which a 1/2 inch iron rod with cap stamped"Precise"found for an interior ell corner in the westerly line of said 2.18 acre tract of land bears South 83 degrees 54 minutes 25,seconds East, a distance of 3558 feet, and from which a 1/2 inch iron rod found (bent) for reference bears Exhibit A Pagel of South 83 degrees 54 minutes 25 seconds East, a distance of 35.58 feet and North degrees 18 minutes 47 seconds West,a distance of 0.24 feet; THENCE South 06 degrees 26 minutes 35 seconds West, a,distance of 103.91 feet to-a point for corner in the southeasterly line of said Lot A of Gifford-Hill & Co. Plant No. 41 Site,. said point being in the northwesterly line of`said 2.18 acre tract of land, from which a 1/2 inch iron rod found for an angle point in the northwesterly line of said 2.18 acre tract of land bears North 44 degrees 05 minutes 35 seconds East, a distance of 4.09 feet, said 1/2 inch iron rod being in the southeasterly line of said Lot A of Gifford- Hill&Co. Plant No. 4`1 Site THENCE South 44 degrees 05 minutes 35 seconds West,with the southeasterly line of said Lot A of Gifford-Hill & Co. Plant No. 41 Site and with the northwesterly line of said 2.18 acre tract of land, a distance of 57.63 feet to a point for corner; THENCE North 51 degrees 57 minutes 27 seconds West, a distance of 27.02 feet to a point for corner; THENCE North 37 degrees 58 minutes 04 seconds East,a distance of 41.92 feet to a point for coiner; THENCE North 06 degrees 51 minutes 43 seconds East, a,distance of 99.43 feet to the POINT OF BEGINNING and containing 5,124 square feet or 0.118 acres of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202. All distances and areas shown are surface utilizing a surface factor of 1.0001375289116. Date: December 17;2014 OF CURTISSMITH H sue'-6'O �V: Curtis Smith Registered Professional Land Surveyor S <' No. 5494 Texas Firm No. 101:06900 Exhibit A page 2 of 2. EXHIBIT 11B PARCEL No. 3—PE PART 1 I f I i EXHIBIT A-11, TRACT 2 1 ( APPROXIMATE LOCATION 40.0' EMERGENCY SOUTHERN STAR CONCRETE, INC. '---OF FLOODWAY EASEMENT ACCESS AND UTILITY EASEMENT I C.C.F. No. D203275195 I VOLUME 388-130, PAGE 76 VOLUME 388-130. PAGE 76 I D.R.T:C.T y P.R.T.C.T. -----_–- � LOT C �.— FORWARD FORT WORTH -- I RIVER PROJECT, LTD. LINE TABLE LOT B I 'ONE I C.C.F. No. D206 778234 LINE BEARING DISTANCE a�,QC jCBQr`S ON I + ; D.R.TC_T. L-1 N 88'43'42"E 30.40' -- --- ------ - I ),�• N ADpj�� E 76--��--r--------- L-2 S $3`54`25"E 19.86 ICQMPA 8'130' A I ( L-4 S 83'54'25"E 2555' N P I LOT A l P.O.C. 1 E 3$ C:� 1 ( FND 1/2"IR �QLUM— P•R' i� r "PRECISE _ L-1 �/ FND 1/2"IR �� "AREA SURVEYING" �� 15.0' SANITARY SEWER EASEMENT VOLUME 388-130, PAGE 76 P.R.T.C.T. �'l -------------------------�--------- - PARCEL No. 3–PE PART 1 --[2(),0' FLOODWAY EASEMENT VOLUME 388-133, PAGE 100 P.R.TC:T. ! i' e3 2.18 ACRES (BY DEED) �� h TEXAS MIDSTREAM o GAS SERVICES, L.L.C. SUBJECT TRACT & C.C.F. No. D201367811 LOCATION of EASEMENT D.R.T.C.T. SVRV�� FND 1/2"IR 'PRECISE", I �`f -JOHN �PG No., 1�5 FND 1/2"IRF(BENT)HBEARS 0 NIB 66'18'47"W 0,24' I - APPROXIMATE LOCATION OF L-2 L 3 L 4 15.0' SANITARY SEWER EASEMENT „' TEXAS MIDSTREAM t� `i yam' VOLUME 388-133, PAGE 100 GAS SERVICES, L,L.C. ° E P.R.T.C.T. ` LINE C.C.F. No. D207367811 0 Hj,QCK TLL & C E P.O..B.' �f D.R.T:C:T. Q FOPS 41 SIDE i°° ��.. ...........`PERMANENT •, f._. cc GTFANx ,No{33, PA. LOT A tASANITARY SEWER PLE 388` T c.T• ,.� -EASEMENT AREA pOLA4 P•g .� 5,124 SQ. FT M r °+ 0 EXHIBIT A-11, TRACT' 1 G OR 0,118 ACRES, ,I LL, L u } SOUTHERN STAR CONCRETE, INC. is j C.C.F. No. D203275195 D.R.T.C.T. MATCH LINE "A" NOTES: 30 15 0 30 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND.COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE iSYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202- ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289'116. SCALE IN FEET 0 T 1000 THROCKMORTON STREET FORT WORTH; TEXAS 76102 EXHIBIT SHOWING OF PERMANENT SANITARY SEWER EASEMENT OUT OF LOT A, BLOCK ONE Lo OF , ... GIFFORD–HILL & Co. PLANT No. 41 SITE C I'IS SMIT CITY OF FORT WORTH, TARRANT COUNTY, TEXAS -�.• AS RECORDED IN f wgge} VOLUME 388-133, PAGE 100 PLAT RECORDS OF TARRANT COUNTY, TEXAS PROJECT: PART 4–WATER & 'SANITARY SEWER RELOCATIONS ICITY PROD. No.. 00969 ACQUISITION AREA: 5,1'24 SQUARE FEET OR 0.118 ACRES CURTIS SMITH JOB No..KHA_1308,00 DRAWN BY:-CTA CAD FILE: 3–PE PART 1.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: DECEMBER 17, 2014 EXHIBIT B PAGE 1 OF 2 1 SCALE. 1" = 30` 00. 5494 TEXAS FIRM No. 10106900 GORRONDONA & ASSOCIATES; INC 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX: 76118 817-496-1424 FAX 817-496-1768 EXHIBIT 99B 99 PARCEL No. 3-PE PART 9 MATCH LINE "A' PARCEL No. 0� ff. O �x 3-PE PART 1 - ��v Wit: .ai `ZI 'o -T CC SUBJECT TRACT & 30NlA.�RAG1 ° f: LOCATION OF EASEMENT 0 cc °( PERMANENT SANITARY SEWERo J o EASEMENT AREA ` 5,124 SQ. Fr. �' (u J OR 0.118 ACRES-:` D ` /2"IR i� t Q PERMANENT SANITARY �! �4j L-5 SEWER EASEMENT �\ ti! C.G.F. No. D20402Z645J 4J� �. `\ D.R.T.C:T. .... A13 LE LOT P \\ ,p LINE BEARING DISTANCE L-5 N 4405'35°E 4.09' CO. L-6 N 51*57'27!V 1 27.02' of'pGLr, SITE oo ~" �\ L-7 N 3T58'04°E 41.92' GIFFOR No. 41 PAGE 1 ' OL M N388-T C.T• V EXHIBIT A-11, TRACT 1 SOUTHERN STAR CONCRETE, INC. C.C.F. No. D203275195 PERMANENT SANITARY D.R.T.G.T. SEWER EASEMENT C:C.F. No. D204225080 D.R.T.C.T. + 2.18 ACRES (BY DEED) ' TEXAS MIDSTREAM GAS SERVICES, L.L.C. C,C.F, No. D2073 678 1 1 D.R.T.C.T. NOTES: 30 15 0 3C1 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202: ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET 1000 THROCKMORTON STREET - FORT WORTH; TEXAS 76102 EXHIBIT SHOWING PERMANENT SANITARY SEWER ;EASEMENT0 . LOT A, OUT L.00K ONEP OF GIFFORD-HILL & Co. PLANT No. 41 SITE C'URTIS SMITH'' CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, ......,._..: . ...... .. .. AS RECORDED IN gggq v: VOLUME 388-133, PAGE 100 flA ' PLAT RECORDS OF TARRANT COUNTY, TEXAS Sul PROJECT: PART 4-WATER & .SANITARY SEWER RELOCATIONS ICITY PROD. No. 00969 ACQUISITION AREA: 5,124 SQUARE FEET OR 0.118 ACRES ICURTIS SMITH JOB No. KHA_1308.00. DRAWN BY CTA CAO FILE:`3.-PE PART 1.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: DECEMBER 17, 2014 EXHIBff B PAGE 2 OF-2 ISCALE: 1" 30' N0:'5494 TEXAS: No 10106900 GORRONDONA& ASSOCIATES, INC. 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH;,TX. 76118 • 817-496-1424 FAX 817-496-1768 WATER &SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT&THE TRINITY UPTOWN SERVICE AREA, BRIDGE &CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER&SANITARY SEWER RELOCATIONS PARCEL No. 3-PE PART 2 CITY PROJECT No. 00969 880 N. HOUSTON STREET, FORT WORTH, TEXAS LOT A, BLOCK ONE, GIFFORD-HILL & CO. PLANT No. 41 SITE STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PERMANENT SEWER FACILITY EASEMENT DATE: DECEMBER 17, 2014 GRANTOR: SOUTHERN STAR CONCRETE, INC. GRANTOR'S MAILING ADDRESS (including County), 880 N. HOUSTON STREET FORT WORTH, TARRANT COUNTY, TEXAS 76164 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a permanent sanitary sewer easement out of Lot A, Block One of Gifford-Hill & Co. Plant No. 41 Site, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-133, Page 100 of the Plat Records of Tarrant County, Texas, and being a portion of a tract of land described as Exhibit A-11, Tract.1 deeded to Southern Star Concrete, Inc. as recorded in County Clerk's File No, D203275195 of the Deed Records of Tarrant County, Texas, said permanent sanitary sower easement being, more particularly described in Exhibits "A" and-"B'. .PERMANENT SEWER FACILITY ROVAWI1212010 Grantor, for the consideration paid to Grantor and other good and valuable consideration,,hereby grantsi sells; and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation; maintenance,, replacement; upgrade, and repair of a Permanent Sewer Lino Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes; manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing upgrading, and repairing said Facility. In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, ;monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed'in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances;thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself'and Its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] PERMANENT SEWER FACILITY EASEMENT Rev.05172!2010 GRANTOR:SOUTHERN STAR GRANTEE: City of Fort Worth CONCRETE, INC. (Name of person authorized to sign), Title Fernando Costa, Assistant City Manager APPROVED AS TO FORM AND LEGALITY Assistant City Attorney ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT BEFORE ME, the undersigned authority,. a Notary Public in and for the State of Texas, on this day personally appeared known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20_• Notary Public in and for the State of Texas PERMANENT SEWER FACILITY EASEMENT Rey.0511,2/2010 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME; the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ,20 Notary Public in and for the State of Texas PERMANENT SEWER FACILITY EASEMENT Rev,05/12/2010 WATER& SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT &THE TRINITY UPTOWN SERVICE AREA BRIDGE &CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER&SANITARY SEWER RELOCATIONS. PARCEL No.3-PE PART 2 CITY PROJECT No. 00969 880 N. HOUSTON STREET,FORT WORTH,TEXAS LOT A,BLOCK ONE,GIFFORD-HILL& CO.PLANT No. 41 SITE EXHIBIT"A" Being a permanent sanitary sewer easement out of Lot A, Block One of Gifford-I4ill & Co. Plant No. 41 Site, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-133, Page 1000f the Plat Records of Tarrant County, Texas, and being a portion of a tract of land described as Exhibit A-11, Tract 1 deeded to Southern Star -Concrete, Inc. as recorded in County Clerk's File No. D203275195 of the Deed Records of Tarrant County, Texas, said permanent sanitary sewer easement being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod with cap stamped "Precise" found for the most northerly northeast corner of said Lot A, said 1/2 inch iron rod with cap stamped"Precise"being the most northerly northwest corner of a 2.18 acre- tract of land(by deed) deeded to Texas Midstream Gas Services, L.L.C. as recorded in County Clerk's File No. D207367811 of said Deed Records of Tarrant County, Texas, said 1/2 inch iron rod with cap stamped"Precise"also being in the south line of Lot A, Block One of T.W. Nichols Company Addition, an addition to the City of Fort Worth,.Tarrant County, Texas as recorded in Volume 388-130, Page 76 of said Plat Records of Tarrant Comity, 'Texas, from which a 1/2 inch iron rod with cap stamped "Area Surveying found for the northeast cornet'of said 2.18 acre tract of land bears North 88 degrees 43 minutes 42 seconds East; a distance of 30.40 feet, said 1/2 inch iron rod with cap stamped "Area Surveying being the most southerly southeast corner of said Lot A of J.W. Nichols Company Addition, said 1/2 inch iron rod with cap stamped "Area Surveying" also being in the westerly right-of-way line of Fort Worth&Western Railroad(a variable width right-of-way); THENCE South 32 degrees 50 minutes 35 seconds West, with the easterly line of said Lot A of Gifford-Hill & Co. Plant No. 41 Site and with the westerly line of said 2.18 acre tract of land, a distance of 35.44 feet to a point corner; from which.a 1/2 inch iron rod with cap stamped "Precise"found for an interior ell corner in the westerly line of said 2.18 acre tract of land bears South 32 degrees 50 minutes 35 seconds West, a distance of 45.33 feet and South 83 degrees 54 minutes 25 seconds East, a distance of 57.99 feet, said 1/2 inch iron rod with cap stamped"Precise" being in the easterly line of said Lot A of Gifford-Hill & Co'. Plant No. 41 Site, and from which a 1/2 inch iron rod found (bent)for reference bears South 32 degrees 50 minutes 35 seconds West,a distance of 45.33 feet,South 83 degrees 54 minutes 25;seconds East, a distance of 57.99 feet and North 06 degrees 18 minutes 47 seconds West, a distance of 0.24 feet; Exhibit A.Page 1 of 2 THENCE North 06 degrees 51 minutes 43 seconds East;,a distance of 29.64 feet to a point for corner in the north line of said Lot A of'Gifford-Hill & Co. Plant No. 41 Site, said point being in the south line of said Lot A, Block One of J.W. Nichols Company Addition; THENCE North 88 degrees 43 minutes 42 seconds East, with the north line of said Lot A of Gifford-Hill & Co, Plant No. 41 Site and with the south line of said Lot A, Block One of J.W. Nichols Company Addition, a distance of 15.68 feet to the POINT OF BEGINNING and containing 230 square feet or 0.005 acres of land,more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, All distances and areas shown are surface utilizing a surface factor of 1.00013752891`16. Date: December 17,2014 ST CURTIS SMITE{ Curtis Smith 9 ° �4s e'er c assi Registered Professional Land Surveyor S�j.R�1 No. 5494 Texas Firm No. 10106900 Exhibit A Page 2;of 2 EXHIBIT "B PARCEL No. 3-PE PART 2 i I I I EXHIBIT A-11,TRACT 2 !i' I APPROXIMATE LOCATION 40.0' EMERGENCY SOUTHERN STAR CONCRETE, INC. 1 OF FLOODWAY EASEMENT. ACCESS AND UTILITY EASEMENT I G.C.F. No. D203275195 J I VOLUME 388-130, PAGE 75 VOLUME 388-130, PAGE 78 j D.R.T.C.T. j P,R.T.C:T. P.R.T.C.T. f I FORWARD FORT WORTH --- __ RIVER PROJECT, LTD: LOT B f 04 j{ ONE h C.C.F. No. D206278234 LINE BEARING��DISTANCE BL NICKOrTION i 76-� ----i D.R:T.C.T. L-1 N 8643'42"E 30:40' I -------- - ---- ----------- ----f--� y ADp PAGE i n L-2 S 32'5035 W 35.44' I MpAN 130, LOT A I �•Q,B, L-3 N 06.51'43"E 29.64" SUMP 38 G.� FIND 1/2"IR L-4 N 88'43'42"E 1 15.68' `t0 p• f L-4 "PRECISE" FND 1/2"IR y 'AREA SURVEYING" 15.0' SANITARY SEWER EASEMENT ... VOLUME 388-130, PAGE 76 P.R.T.C.T. — -------------------------- -------------- 2.18 ACRES (BY DEED) TEXAS MIDSTREAM VOLUME 388-133. PAGE 100 PERMANENT GAS SERVICES, L.L.C. �'�/ SANITARY SEWER C.C.F. No. D207367811 P.R.T.C.T. �� D.R.T.C.T..t.T. EASEMENT AREA 230 SQ. FT. OR 0.005 ACRES R V FND 1/FROM 2 IR PRECISE OkA 'I SAP, NO FND' 1/2"IR (B NT)HBEARS ' II N 06'18'47"W 0.24' L C APPROXIMATE LOCATION OF _ (�Q_".J I VOLUME 388-133,PAGE 00 EASEMENT S 83'54'25"E 57.99' LOT C7 P.R.T.C.T. tY EXHIBIT A-11, TRACT 1 LINE O SOUTHERN STAR CONCRETE, INC. C.C.F, No. D203275195 LOT A D.R.T.C,T. F'- PARCEL No_. " 3-Pb PART 2 01 GzrpQR NQIL1 CO. 10p °1� Q co SUBJECT TRACT & p BN388-T C•T LLJ Q LOCATION OF EASEMENT 'VOL p'p NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 30 15 0 30 2. ALL BEARINGS.AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET 1000 THROCKMORTON STREET • FORT WORTH, TEXAS 76102 'ryZ EXHIBIT SHOWING PERMANENT SANITARY SEWER EASEMENT Q OUT of LOT A, BLOCK ONE OF GIFFORD-HILL & Co. PLANT No. 41 SITE CURTIS SMITH .CITY OF FORT WORTH, TARRANT COUNTY, TEXAS - AS.REORDE IN VOLUME 388-133, PAGE 100 '•poF5494�'u PLAT RECORDS OF TARRANT COUNTY, TEXAS PROJECT:: PART 4-WATER & SANITARY'SEWER RELOCATIONS I CITY PROD. No. 00969 S I ACQUISITION AREA: 230` SQUARE FEET OR 0:005 ACRES CURTIS SMITH I_ JOB No; KH1308,00 DRAWN BY: CTA CAD FILE; 3—PE PART 2.DWG REGISTERED PROFESSIONAL.LAND?SURVEYOR DATE: DECEMBER 17. 2014 EXHIBIT 8.PAGE 1 OF 1 SCALE:°17 = 30' NO, 5494` TEXAS`'FlRM No: 10106900 GORRONDONA,do ASSOCIATES, INC. 7524 JACK NEWELL BOULEVARD SOUT14 FORT WORTH, TX. 76118 817-496-1424 FAX'B17-496-1768' WATER &SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT&.THE TRINITY UPTOWN SERVICE AREA BRIDGE &CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER&;'SANITARY SEWER RELOCATIONS PARCEL No. 3-TE PART 1 CITY PROJECT No. 00969 880 N. HOUSTON STREET, FORT WORTH, TEXAS LOT A, BLOCK ONE, GIFFORD-HILL&CO. PLANT No. 41 SITE CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE: DECEMBER 17,2014 GRANTOR: SOUTHERN STAR CONCRETE; INC. GRANTOR'S MAILING ADDRESS (including County): 880 N. HOUSTON STREET FORT WORTH, TARRANT'COUNTY, TEXAS 76164 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($1`0.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a temporary construction easement out of Lot A, Block One of Gifford-Hill & Co. Plant No. 41 Site, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-133, Page 100 of the Plat Records of Tarrant County, Texas, and,being a portion of a tract of land described as Exhibit A-11, Tract 1 deeded to Southern Star Concrete, Inc. as recorded in County Clerk's File No. D203275195 of the Deed Records of Tarrant County, Texas, said temporary construction easement being more particularly described in Exhibits "A" and „Bi, Temporary Constmcfion Easement 01/09!)007 Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee, its successors and assigns, the use and passage in, over, and across., below and along the easement situated in Tarrant County, Texas, in accordance. with the legal description hereto attached as Exhibit "A", and ingress and egress over Grantor's property to the easement as shown on Exhibit"B". It is further agreed and understood that Grantee will be permitted the use of said easement for the purpose of sewer facility construction. Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease. TO HAVE AND TO HOLD the above described easement, together with, all and singular, the rights and appurtenances thereto in anyway belonging;unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs, successors; and°assigns, to warrant and defend, all and singular, said easement unto Grantee, its successors and assigns, against every person whomsoever' lawfully claiming or to claim the same, or any part thereof. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Temporary ConsmiOiou Eweme* GRANTOR: SOUTHERN STAR GRANTEE: City of Fort Worth CONCRETE, INC. Fernando Costa Assistant City Manager APPROVED AS TO FORM AND LEGALITY Assistant City Attorney ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of , 20_ Notary Public in and for the State of Texas Tempgrary Cdustruction Basement 01/0912007' ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20_ Notary Public in and for the State of Texas After recording return to: City of Fort Worth Department of Engineering Real Property Services 1000 Throckmorton St Fort Worth,Tx 76 M Temporary ConstrueHon Easement 01/09/200? WATER&SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT&THE TRINITY UPTOWN SERVICE AREA BRIDGE &CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER&SANITARY SEWER RELOCATIONS PARCEL No.3-TE PART 1 CITY PROJECT`No. 00969 880 N.HOUSTON STREET,FORT WORTH,TEXAS LOT A,BLOCK ONE, GIFFORD-HILL &CO. PLANT No.41'SITE EXHIBIT"A" Being a temporary construction easement out of Lot A, Block One of Gifford-Hill & Co. Plant No. 41 Site, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-133, Page 100 of the Plat Records of Tarrant County,Texas, and being aportion of a tract of land described as Exhibit A-11, Tract 1 deeded to Southern Star Concrete, Inc. as recorded in County Clerk's File No; D203275195 of the Deed Records of Tarrant County, Texas, said temporary. construction easement being more particularly described by metes and bounds as follows: COMMENCING at a 1/2 inch iron rod with cap stamped"Precise"found for the most northerly northeast corner of said Lot A,said 1/2 inch iron rod with cap stamped"Precise"being the most northerly northwest corner of a 2.18 acre tract of land(by deed.) deeded to Texas Midstream Gas Services, L.L.C. as recorded in County Clerk's File No. D207367811 of said Deed Records of Tarrant County, Texas, said 1/2,inch iron rod with cap stamped"Precise" also being in the south line of Lot A, Block One of J.W. Nichols Company Addition, an addition to the City of Fort Worth,Tarrant County, Texas as recorded in Volume 388-130, Page 76 of said Plat Records of Tarrant County, Texas, from which a 1/2 inch iron rod with cap stamped "Area Surveying" found for the northeast corner of said 2.18 acre tract of land bears North 88 degrees 43 minutes 42 seconds East, a distance of 30.40 feet, said 1/2 inch iron rod with cap stamped "Area Surveying" being the most southerly southeast corner of said Lot A of J.W. Nichols Company Addition, said 1/2 inch iron rod with cap stamped "Area Surveying also being in the westerly right-of-way line of Fort Worth & Western Railroad (a variable width right-of-way); THENCE South 32 degrees 50 minutes 35 seconds West, with the easterly lime of said Lot A of Gifford- Hill &`Co. Plant No. 41 Site and with the westerly line of said 2.18 acre tract of land, a distance of 80.77 feet:to a point corner; THENCE South 83 degrees 54 minutes 25 seconds East, with the easterly line of said Lot A of Gifford-Hill & Co, Plant No. 41 Site and with the westerly Iine of said 2.18 acre tract of land, a distance of 4.86 feet to the POINT OF BEGINNING of the herein described temporary construction easement; THENCE South 83 degrees 54 minutes 25 seconds East, with the easterly line of said Lot A of Gifford-Hill & Co. Plant No. 41 Site and with the westerly line of said 2.18 acre tract of land, a distance of 15.00 feet to a point for corner, from which a 1/2 inch iron rod with cap stamped"Precise"found for an interior ell corner in the westerly line of said 2.18 acre tract of land bears South 83 degrees 54 minutes 25 seconds East, a distance of 38.13 feet, said 1/2 inch iron rod with cap stamped "Precise"being in the easterly line.of said Lot A of Gifford-Hill & Co. Plant No.;41 .Site.,and from which a 1/2 inch Exhibit A,Page 1,of 3 iron rod found (bent) for reference bears South 83. degrees 54 minutes 25 seconds East, a distance of 38,13 feet and North 06 degrees 18. minutes 47 seconds;West, a distance of 0.24 feet; THENCE South 06 degrees 51 minutes 43 seconds West,a distance of 99.43 feet to a point for corner; THENCE South 37 degrees 58 minutes 04 seconds West, a distance of 41.92 feet to a point for copier; THENCE South 5.1 degrees 57 minutes 27 seconds East, a distance of 27.02 feet to a point for corner in the southeasterly line of said Lot A of Gifford-Hill & Co. Plant No, 41 Site, said point being in the northwesterly line of said 2.18 acre tract of land, from which a 1/2 inch iron rod found for an angle point in the northwesterly line of said 2.18 acre tract of land bears North 44 degrees 05 minutes 35 seconds East, a distance of 61.72 feet, said 1/2 inch iron rod being in the southeasterly lure of said Lot.A of Gifford- Hill &Co Plant No. 41 Site; THENCE South 44 degrees 05 minutes 35 seconds West,with the southeasterly line of said Lot A of Gifford-Hill & Co. Plant No. 41 Site and with the northwesterly line of said 2.18 acre tract of land, a distance of 15.08 feet to a point for corner; THENCE North 51 degrees 57 minutes 27 seconds West, a distance of 40.42 feet to a point for corner; THENCE North 37 degrees 58 minutes 04 seconds East, a distance of 52.73 feet to a point for corner; THENCE North 06 degrees 51 minutes 43 seconds East, a distance of 65.63 feet to a point for corner; THENCE North'31 degrees 29 minutes 51 seconds East; a distance of 20.11 feet to a point for corner; THENCE North 58 degrees 32 minutes 13 seconds West, a distance of 9.22 feet to a point for corner; THENCE North 06 degrees 51 minutes 43 seconds East, a distance of 7.32 feet to the POINT OF BEGINNING and containing 2,582 square feet or 0.059 acres of land, more or less. ExhibitA Page 2'of 3 Notes: (1) A plat.of even surveydate herewith accompanies this legal description. (2), All hearings and coordinates are referenced to the Texas Coordinate System, NAD-83; The North Central Zone 4202. All distances and areas shown are surface utilizing a surface factor of`1.0001375289116.. Date: December 17,2014 rG OF ?�C 4- 1 CURfISp#St�liH Curtis 51111:11 5494 Registered Professional Land Surveyor 4 U•Fl-� No.5494 Texas Firm No. 101.06900 Exhibit A,Page 3 of 3, EXHIBIT "B PARCEL No. 3-TE PA T 1 r I EXHIBIT A-11, TRACT 2 I I APPROXIMATE LOCATION 40.0' EMERGENCY SOUTHERN STAR CONCRETE, INC. —OF FLOODWAY EASEMENT ACCESS AND UTILITY EASEMENT C.C.F. No. D203275195 VOLUME 388-130, PAGE 76 VOLUME 388-130, PAGE'76' D.R.T.C.T. P.RT.C.T. _ P.R.T.C.T. —_ FORWARD FORT WORTH LOT G RIVER PROJECT, LTD. LINE TABLE OF C.C.F. No. D206278234 LINE BEARING DISTANCE LOT O 14 QLS D.R.T.C.T. L-1 N 88 43 42 E 30.40' — — ———— _ -W• Nx DDITTOC 76 73 — L-2 S 83'54'25"E 4.86' — �CpMPA 8 130, PA I LOT A r,�,C, L-8 N O6'51'43"E 65 603' U9 ( 9 38 T•0.T' FND 1/2"IR L-9 N 31'29'51"E 20A 1' Vol P• °PRECISE" L-10 N 58'32'13"W 9.22' L-1 / L-11 N 06'51'43°E 7.32' y / END 1/2"IR 15.0' SANITARY SEWER EASEMENT / ,/ "AREA SURVEYING" VOLUME 388-130, PAGE 76 P.R.T.C.T. / l— — — —j- - -- -- -- - - - PARCEL No. -I 3-TE PART 1 20.0' FLOODWAY EASEMENT // / moo' VOLUME 388-133, PAGE 100 / ( // 2.18 ACRES (BY DEED) P.R,T.C.T. / �E U� h TEXAS MIDSTREAM GAS SERVICES, L.L.C. SUBJECT TRACT C.C.F, No. D207367811 LOCATION OF EASEMENT D.R.T,GT. NS P FNO 1/2"IR "PRECISE", Q FROM WHICH A P.0. END 1/218 (BENT) BEARS O✓L / N 06'18'47'W 0.24' rr APPROXIMATE LOCATION OF L-3 15.0' SANITARY SEWER EASEMENT S 83.54•Y5'E GAS SERVICES, _ VOLUME 388-133, PAGE 100 38,13' yy.; - P.R.T.G.T. 2 LOT C.C;F, No. D207367811 �,•L. POCK ILLS& o L-11 :( TEMPORARY' LINE D.R:T.c:T. Q jFFOg;D oI 4' SALE 100 L-10 v :J0) CONSTRUCTION G NT N 33 P EASEMENT AREA z ; PLE 3g8 C T LOT A 2,582 SQ. FT. OR Q VOLM P,R• 0.059 ACRES o . EXHIBIT A-11, TRACT 1 LL Q SOUTHERN STAR CONCRETE, INC. �& Q C.C.F. No. D203275195 D,R.T.C•T. MATCH DINE "A" NOTES: 30 15 Q 30 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2, ALL BEARINGS AND COORDINATES ARE,REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET Iff ®RT " 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING r TEMPORARY CONSTRUCTION EASEMENT OF T LOT A,DB LOCK ONE � F0% GIFFORD-HILL & Co. PLANT No. 41 SITE CGRTIS .SMITH CITY OF FORT WORTH, TARRANT''COUNTY, TEXAS ;.•.. ;. ..,. AS RECORDED IN C%, 5494 ' VOLUME 388-133, PAGE 100 dfiSStQ2 L� PLAT RECORDS OF TARRANT COUNTY; 'TEXAS' S ' •. . PROJECT; PART 4-WATER & SANITARY SEWER RELOCATIONS ICITY PROD. No. 00969 5 ACQUISITION AREA: 2582 SQUARE FEET OR 0.059 ACRES CURTIS SMITH JOB No. KHA-1308.00 DRAWN BY: GTA CAD FILE; 3'-TE PART 1.DWG _ REGISTERED PROFESSIONAL LAND'SURVEYOR DATE; DECEMBER 17, 2014 EXHIBfT:B PAGE 1 OF 2 ISCA LE; 4 0 3O' N0. 5494 TEXAS"FIRM No. /0106900 GORRONDONA & ASSOCIATES, INC. 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 . 817-496-1424 FAX 817-496-1768 EXHIBIT 99B 99 PARCEL No. 3-TT PART f MATCH LINE. "A" PARCEL'No. - 3-TE PART 1 o. TEMPORARY CONSTRUCTION SUBJECT TRACT & EASEMENT AREA 2,582 SQ. FT. OR LOCATION OF EASEMENT 0,059 ACRES t- Q 0 \ \ o cr Lu r \ \ � FND 01 PERMANENT SANITARY \ : ...' 'j LL j SEWER EASEMENT f \ \� C.C,F. No. D204027645 \�� D.R.T.G.T. ,� \ ti \ �O LINE TABLE LOT A ` h LINE REARING DISTANCE L-4 S375804W 41,92' 0 CNB$C Co. \\ L-5 S 51 57 27"E 27.02' BLp_�jLL SITE 00 L-6 S 4405'35 W 1508' G7FF0g NT NO, 41 PROF t >`..; ::: \ \ / + L-7 N 51.57'27"W 40.42' PLA 133, =' \ �C L-8 N 06'51'43"E 65.63' EXHIBIT A-11, TRACT 1' f SOUTHERN STAR CONCRETE, INC. C.C.F. No. D203275195 PERMANENT SANITARY D.RT.C.T. SEWER EASEMENT C.C.F. No. D204225080 D.R.T.C.T. .SURVEY N BUG No 1A5 A S10'r- 2.18 ACRES (BY DEED) TEXAS MIDSTREAM' GAS SERVICES, LL.C. C.C.F. No. D207367811 D.R.T.C.T. NOTES: 30 15 0 30 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE.TEXAS COORDINATE SYSTEM, NAD-83; THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET 0 {� 1000 THROCKMORTON STREET - FORT WORTH, TEXAS 76102 EXHIBIT SHOWING f1 TEMPORARY CONSTRUCTION EASEMENT ', LOT A, OBLOQK ONE `j '��Ga � OF GIFFORD-HILL & Co. PLANT No. 41 SITE 3 CUR I IN °' CITY OF FORT WORTH, TARRANT COUNTY, TEXAS IT•. ... AS RECORDED IN VOLUME 388-133, PAGE 100 �aSS PLAT RECORDS-OF TARRANT COUNTY, TEXAS ''4 PROJECT: PART 4-WATER & SANITARY -SEWER RELOCATIONS 1,CITY`PROJ. No. '00969 ! ACQUISITION AREA: 2,582.SQUARE FEET OR 0.059 ACRES. CURTIS SMITH JOB No. KHA-1308:00 DRAWN BY CIA CAD FILE:.3-TE PART 1.DWO` REGISTERED PROFESSIONAL LAND SURVEYOR. DATE: DECEMBER 17, 2014 1 EXHIBIT B PAGE 1 2 OF,2 1 SCALE: 1" � 30' NO. 5494 TEXAS FIRM No:.10106900 GORRONDONA sh ASSOCIATES. INC..- 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 817-496-1424 FAX 817-496-1768 WATER &SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT &THE TRINITY UPTOWN SERVICE AREA BRIDGE& CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER&SANITARY SEWER RELOCATIONS PARCEL No. 3-TE PART 2 CITY PROJECT No. 00969 880 N. HOUSTON STREET, FORT WORTH, TEXAS LOT A, BLOCK ONE, GIFFORD-HILL&CO. PLANT No. 41 SITE CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE: DECEMBER 17, 2014 GRANTOR: SOUTHERN STAR CONCRETE, INC. GRANTOR'S MAILING ADDRESS (including County): 880 N. HOUSTON STREET FORT WORTH, TARRANT COUNTY, TEXAS 76164 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable. consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a temporary construction easement out of Lot A, Block One of Gifford-Hill & Co. Plant No. 41 Site, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-133, Page 100 of the Plat Records of Tarrant County, Texas, and being a portion of a tract of land described as Exhibit A-1 1, Tract I deeded to Southern Star Concrete, Inc. as recorded in County Clerk's File No. D203275195 of the Deed Records of Tarrant County, Texas, said temporary construction easement being more particularly described in Exhibits "A" and "B". Temporary coristructioh Easement 0110912007 Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto. Grantee, its successors and assigns, the use and passage in,. over, and across, below and along the easement situated in Tarrant County, Texas, in accordance with the legal description hereto attached as Exhibit "A", and ingress and egress over Grantor's property to the easement as shown on Exhibit"B". It is further agreed and understood that Grantee will be permitted the use of said easement for the purpose of sewer facility construction. Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease. TO HAVE AND TO HOLD the above described easement, together with, all and singular, the rights and appurtenances`thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs, successors, and assigns, to warrant and defend, all and singular,. said easement unto. Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. [SIGGNATURES APPEAR ON THE FOLLOWING PAGE] Temperaty Construction$asement 01/09/2007' GRANTOR: SOUTHERN STAR GRANTEE: City of Fort Worth CONCRETE, INC. Fernando Costa Assistant City Manager APPROVED AS TO FORM AND LEGALITY Assistant City Attorney ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared known to me to be the same person whose name is subscribed to,the foregoing instrument, and acknowledged to me that the same was the act of and that helshe executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20_ Notary Public in and for the State of Texas Temporw3'Constriction Eascnent 01/09/2007 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20`. Notary Public in and for the State of Texas After recording return to: City of Fort Worth Department of Engineering. Real Property Services 1000 Throckxiorton St Port Worth,TX 76102': Temporary Construction Easement 01109)2007 WATER&SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT&'THE.TRINITY UPTOWN SERVICE AREA BRIDGE & CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER&SANITARY SEWER RELOCATIONS PARCEL No.'3 TEPART 2 CITY PROJECT No. 00969 880 N. HOUSTON STREET,FORT WORTH,TEXAS LOT A,BLOCK ONE, GIFFORD-HILL & CO. PLANT No. 41 SITE EXHIBIT "A" Being a temporary construction easement out of Lot A, Block One of Gifford-Hill & Co. Plant No. 41 Site, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-133,Page 100 of the Plat Records of Tarrant County, Texas, and being a portion of a tract of land described"as.Exhibit A-11, Tract 1 deeded to Southern Star Concrete, Inc. as recorded in County Clerk's File No, D203275195 of the Deed Records of Tarrant County, Texas, said temporary construction easement being more particularly described by;metes and bounds as follows; COMMENCING at a 1/2 inch iron rod with cap stamped"Precise"found for the most northerly northeast corner of said Lot A, said 1/2 inch iron rod with cap stamped "Precise"being the most northerly northwest corner of a 2.18 acre tract of land(by deed) deeded to Texas Midstream Gas Services, L.L.C. as recorded in County Clerk's File No. D207367811 of said Deed Records of Tarrant County, Texas, said 1/2 inch iron rod with cap stamped"Precise" being in the south line of Lot.A, Block One of J.W. Nichols Company Addition., anaddition to the City of Font Worth, Tarrant County; Texas as recorded in Volume 388-130, Page 76 of said Plat Records of Tarrant.County, Texas, from which a 1/2 inch iron rod with cap .stamped "Area Surveying" found for the northeast corner of said 2.18 acre tract of land bears North 88 degrees 43 minutes 42 seconds East, a distance of 30.40 feet, said 1/2 inch iron rod with cap stamped "Area Surveying" being,the most southerly southeast corner of said Lot A of J.W. Nichols Company Addition, said 1/2 inch iron rod with cap stamped "Area.Surveying" also being in the westerly right-of-way line of Fort Worth & Western Railroad (a variable width right-of-way); THENCE South 32 degrees 50 minutes 35 seconds West, with the easterly line of said Lot A of Gifford- Hill &Co. Plant No, 41 Site and with the westerly line of said 2.18 acre tract of land, a distance of 35.44 feet to the POINT OF BEGINNING of the herein described temporary construction easement, THENCE South 32 degrees 50 minutes 35 seconds West, with the easterly line of said Lot A of Gifford-Hill & Co.Plant No. 41 Site and with the westerly line of said 2.18 acre tract of land, a distance of 34.24 feet to a point corner,from which a 1/2 inch iron rod with cap stamped"Precise"found for an interior ell corner in the westerly line of said 2:18 acre tract of land bears South 32 degrees 50 minutes 35 seconds West, a distance-of 11.09 feet and South 83 degrees 54 minutes 25 seconds East, a distance of 57.99 feet, said 1/2 inch iron rod with cap stamped"Precise";being in the easterly line of said Lot A,of Gifford-Hill & Co, Plant.No. 41 Site, and from which a 1/2 inch iron rod found (bent)for reference bears South 32 degrees 50 minutes 35 seconds West,a distance of Exhibit A Page I of 2 11.09 feet, South 83 degrees 54 minutes 25 seconds East, a distance of 57.99 feet and North 06 degrees 18 minutes 47 seconds West, a distance of 0,24 feet; THENCE North 06 degrees 51 minutes 43 seconds East; a distance of 58.28 feet to a point for corner in the north line of said Lot A of Gifford-Hill & Co. Plant No. 41 Site, said point being in the south line of Lot C, Block One of said J.W. Nichols Company Addition; THENCE North 88 degrees 43 minutes 42 seconds East, with the north line of said Lot A of Gifford-Hill & Co. Plant No, 41 Site and with the south line of said.Lot C,Block One of J.W.Nichols Company Addition,passing at a distance of 11.01 feet, a point for the southeast corner of said Lot C and being the southwest corner of said Lot A, Block One of J.W. Nichols Company Addition, in a1.1, a distance of 15.15 feet to the POINT OF BEGINNING and containing 659 square feet or 0.015 acres of land, more or less.. Notes: (1) A.plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD=83, The North Central Zone 4202. All distances and areas shown are surface utilizing a surface factor of 1.000 13 75289116. Date December 17 2014 GURTIS SMITH (� 5494 r Curtis.Smith ° Esslo`•' °/ Registered Professional Land Surveyor SUt2`1� ! No. 5494 Texas Firm No. 10106900 Exhibit A Page 2 of 2 EXHIBIT 91B 99 PARCEL No. 3-TE PART 2 r AC. 1 J 1 EXHIBIT A-11, TRACT 2 I APPROXIMATE LOCATION 40.0' EMERGENCY SOUTHERN STAR CONCRETE, I J OF FLOODWAY EASEMENT ACCESS AND UTILITY EASEMENT I C.C.F. 'No; D203275195 VOLUME 388-130, PAGE 76 VOLUME 388=130, PAGE 76 D,R.T.C.T. I P.R.T;CT. --_-- P.R.T.C,T. LOT G' 1II —_ FORWARD FORT WORTH RIVER PROJECT, LTD. LINE TABLE 1 Qj1E C.C.F. No. D206278234 LINE BEARING DISTANCE LOT I gyOC ICQyS 1 1 1 D.R.T.C.L L-1 N 88'43'42"E 30.40' 1 J TJ ppITTON .76 j--- - --- L-2 S 32'5035"W 34.24' - -- -----------------I-- A G E _—___— 1 pANY 30; PA 1 LOT A 1 P�Q�C. L-3 S 32750'35'W 11.09' CQ% 8 1 1 I L-4 N 8843'42"E 15.15' 1J� E 38 g r C.`I• I I FND 1/2"IR L-5 S 06'57'43'W 29:64' ® VO P• 1 L-4 1 PRECISE" FNO 1/2'9R "AREA SURVEYING" 15.0' SANITARY SEWER EASEMENT VOLUME 388-130, PAGE 76 4V1 P.R.T.C.T. ----- ------ --� - .-- h ' y4 TEXAS MIDSTREAM 20.0 FLOODWAY EASEMENT / &Wt.* - . P.O•B• GAS SERVICES, L.L.C. VOLUME 388-133,—PAGE 100 �� '! C.C.F. No. D207367811 P.R.T.C.T. O.R.T.C.T. TEMPORARY +n CONSTRUCTION EASEMENT AREA f �1ry 659 SQ. FT. OR Q 0.015.ACRES Bp3OA O. Av5 FND 1/FROM'PRECISE", WHICH RpG� N ,"' FND 1/2"IR (BENT) BEARS ® i% gas, v N 06'18'47"W 0:24' X c to �_' APPROXIMATE LOCATION OF S 83-5725.'E .►. I X 15.0' SANITARY SEWER EASEMENT 57.99' LOT ; VOLUME 388-133, PAGE 100 00: O P.R.T:CT. EXHIBIT A-11, TRACT 1 LINE' SOUTHERN STAR CONCRETE, INC. C.C.F. No. D203275195 o LOT A D.R.T.C.T. Lo r � z�� X L r 3P TEC PART 2 O N Lu QCK o1E41 &P CA°GE' 1dp i 8il O QRp C0 GIF F SUBJECT TRACT & FLANT88-133, �? LOCATION OF EASEMENT VQyUME P.g,T.c. NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 30 15 0 30 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING TEMPORARY CONoS fRoUF TION EASEMENT r Pik ,J r� e �c LOT A, BLOCK. ONE o'•, , OF GIFFORD—HILL & Co. PLANT No. 41 SITE C IRTIS.SMIT CITY OF FORT WORTH, TARRANT COUNTY, TEXAS - ;•••••r• AS RECORDED IN { 5494 VOLUME 388-133; PAGE 100 PLAT RECORDS OF TARRANT COUNTY, TEXAS PROJECT: PART 4-WATER & :SANITARY SEWER RELOCATIONS CITY PROJ. No. 06969 ACQUISITION AREA: 659 SQUARE FEET OR 4.015 'ACRES CURTIS SMITH JOB No:_KHA-1306.00 DRAWN BY.CTA CAD FILE: '3-TE PART 2.DWG' REGISTERED _PROFESSIONAL LAND SURVEYOR DATE; 17, 2014 EXHIBIT B PAGE'1 OF 1 1 SCALE: 1 ;= 30` INO[ 5494 TEXAS FIRM No. 10106900' GORRONDONA do ASSOCIATES, INC. 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 817-496-1424 FAX 817=496-1788 WATER &SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT&THE TRINITY UPTOWN SERVICE AREA BRIDGE &CHANNEL RELOCATIONS PART 4-- CHANNEL SEGMENT B WATER&SANITARY SEWER RELOCATIONS; PARCEL No.4-PE CITY PROJECT No. 00969 920 N. HOUSTON STREET, FORT WORTH, TEXAS LOT A, BLOCK ONE OF J.W. NICHOLS COMPANY ADDITION STATE OF TEXAS § § KNOW ALL.MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PERMANENT SEWER FACILITY EASEMENT DATE:: DECEMBER 17, 2014 GRANTOR` FORWARD FORT WORTH RIVER PROJECT, LTD. GRANTOR'S MAILING ADDRESS (including County): 920 N. HOUSTON STREET FORT WORTH, TARRANT COUNTY;TEXAS 76164 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY:Being a permanent sanitary sewer easement out of Lot A, Block One of J.W. Nichols Company Addition, art addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume:388-130, Page 76 of the Plat Records of Tarrant County, Texas, said Lot A being deeded to Forward Fort Worth River Project, Ltd. described as. Tract III as recorded in County Clerk's File No. D206278234 of the Deed Records of Tarrant County;Texas, said permanent sanitary sewer easement being more particularly described in Exhibits "A"and "B". PERMANENT SEWER FACILrIY EASEMENT Rev.05112/2010' Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its Successors and assigns;,. an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred` to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited. to manholes; manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing',. operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or(ll) erect or pen-nit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a.concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways; or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] MRMANENT_SEwER FACILITY EASEMENT' Rev.05H 2/2010 � ' � GRANTOR: FORWARD FORT WORTH G City 0f Fort Worth RIVER PROJECT,� LTD. (Name of person authorized to sign), Title Fernando Costa, Assistant City Manager ' APPROVED A8TO FORM AND LEGALITY Assistant City Attorney STATE OF § COUNTY(}FTARRANT $ � BEFORE- ME, the undersigned authority, m Notary Public in and for the State of Texas, on this day personally ! '."= ww= the same person whose I'**/= s subscribed w the foregoing instrument, ,and � acknowledged tonne that the same was the ant of / and that he/she executed the some as the act of said � for the purposes and consideration � ^..e.="^=^p=uoeou/mx/ u/eunpuu,yu/e'ex/ s.a"e"- GIVEN UNDER MY HAND AND SEAL {)F OFFICE this day of ` 20___ Notary Public in and for the State of Texas � � PERMANENT 8EVVER�m��/e�.EmIENT ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of Notary Public in and for the State of Texas PER MANENT SEWER FACILITY EASEMENT Rev.05/12/2010 WATER&SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT&THE TRINITY UPTOWN SERVICE:AREA BRIDGE &CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER&SANITARY SEWER RELOCATIONS PARCEL No. 4-PE CITY PROJECT No. 00969 920 N.HOUSTON STREET,FORT WORTH,TEXAS LOT A,BLOCK ONE OF J.W.NICHOLS COMPANY ADDITION EXHIBIT"A" Being a Permanent sanitary sewer easement out of Lot A, Block One of J.W. Nichols Company Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-130, Page 76 of the Plat Records of Tarrant County, Texas; said Lot A being deeded to Forward Fort Worth River:Project, Ltd. described as Tract 111 as recorded in County Clerk's File No. D206278234 of the Deed Records of Tarrant County, Texas, said permanent sanitary sewer easement being more particularly described by metes and bounds as follows; COMMENCING at a 1/2 inch iron rod with cap stamped "Area Surveying"found for the most southerly southeast corner of said Lot A, said 1/2 inch iron rod with cap stamped "Area Surveying" being the northeast corner of a 2.18 acre tract of land deeded to Texas.Midstream Gas Services;L.L.C. as recorded in County Clerk's File No, D207367811 of said Deed Records of Tarrant County, Texas, said 1/2 inch iron rod with cap stamped"Area Surveying" also being in the westerly right-of-way line of Fort Worth & Western Railroad (a variable width night-of- way), from which:a 1/2 inch iron rod with cap stamped "Precise found for the most easterly northeast corner of Lot A,Block One of Gifford-Hill.& Co'. Plant No. 41 Site, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-133;Page 100 of said Plat Records of Tarrant County, Texas bears South 04 degrees 57 minutes 41 seconds West, a distance of 76.04 feet, and from which a 1/2 inch iron rod found for reference bears South 04 degrees 57 minutes 41 seconds West, a distance of 76.04 feet and North 12 degrees 37 minutes 47 seconds East, a distance of 0.29 feet; THENCE South 88 degrees 43 minutes 42 seconds West, with the south line of said Lot A of J.W. Nichols Company Addition and with the north line of said 2.18 acre tract of land, a distance of 10.70 feet to the POINT OF BEGINNING of the herein described permanent sanitary sewer easement; THENCE South 88 degrees 43 minutes 42 seconds West, with the south line of said Lot A of J.W. Nichols Company Addition and with the north line of said 2.18 acre tract of land, passing at a distance of 19.70 feet, a 1/2 inch iron rod with cap stamped "Precise" found for the most northerly northwest corner of said 2.18 acre tract of land, and being the most northerly northeast corner of said Lot A of Gifford-Hill & Co. Plant No. 41 Site, in all, a distance of 39.52 feet to a point for the southwest corner of said Lot A of J.W. Nichols Company Addition, said point being the southeast toner of Lot_C,Block One of said J.W.Nichols Company Addition Exhibit A Page 1'of 2 THENCE North 04 degrees 05 minutes 42 seconds East,with the west line of said Lot A of J.W. Nichols Company Addition and with'the east line of said Lot.C passing at a distance of 0.43 feet, a 5%8 inch iron rod found for reference,in all, a distance of 60.00feet to a point for corner; THENCE South 36 degrees 53 minutes 30 seconds East, a distance of 60.65 feet to a point for coaxer; THENCE South 06 degrees 26 minutes 35 seconds West, a distance of 10.53 feet to the POINT OF BEGINNING and containing 1,400 square feet or 0.032 acres of land; more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202. All distances and areas shown are surface utilizing a surface factor of 1.0001375289116, Date: December 17,2014 CURTIS SMITE Curtis Smith %;p 5494 Registered Professional Land Surveyor 2Q`�� No. 5494 Texas Finn No. 10106900 Exhibit A,Page 2 of 2 EXHIBIT 9TB;99 PARCEL; No. 4—PE _ LINE TABLE ! I I APPROXIMATE LOCATION. LINE I BEARING DISTANCE EXHIBIT A-11, TRACT 2 I f-----OF FLOODWAY EASEMENT L—i 5 88'43'42''W 10.70" SOUTHERN STAR CONCRETE, INC. VOLUME 388-130, PAGE 76 t—Z S 8843'42"W 39.52` C.C.F. No, D203275195 I P.R.T.C.T. L-3 S 06'26'35"W 10:53" D.R.T.C.T. PERMANENT s LOT A TRACT III SANITARY SEWER.1 �sl FORWARD 'FORT WORTH MV EASEMENT AREA o S RIVER PROJECT, LTD.. 4D.0' EMERGENCY r 1 400 SQ. FT. OR o �c� C.C•F, NO, D206278234 ACCESS AND'UTILITY EASEMENT I 0,032 ACRES o # D•R•T•C•T• VOLUME 388-130, PAGE 76 tD P.R.T_C.T_ 7 -- - -- t-- ! LOT C E � � 1v LOT BOCKCKOLS �1 a \ P.O.C. — -- - - =— -f-J y ADpZT AGE 76 a — AREA lZi I ogpApf I 19.70' L-1 PARCEL No. 4—PE PASSING AT 0,43'; ✓ 0 L15:0' SANfTARY SEWER EASEMENT A FND 5/8"IR VOLUME 388-130, PAGE 76 / P.R.T.C.T FNQ 1/2"IR / 'PRECISE' / O -- -- P.Q.B 20,0' FLOODWAY EASEMENT i/ � / ! ° SUBJECT VOLUME 388-133, PAGE 100 / SUR �Gj // / f �' 2 TRACT .& P.R.T.C.T, / 1 / < 9 LOCATION OF /j 1 gA Ci 1y0.// 2.18 XAACS MIDSTREA�IED}' EASEMENT apN 5�RP / c.c F,SERVICES 2o736�8 i 1 o / g // LOT A D.R.T.C_T. o LU OCK ONE& CO. FND�1 M2AINC� w""PRECISE", 07 / �RU jL 1 SITE '00 j/ � N� PTO.133, PAGE N 12 r j V0 tjME 3 'T C, LOT .. EXHIBIT A-11, TRACT APPROXIMATE LOCATION OF SOUTHERN STAR CONCRET 95.0' SANITARY SEWER EASEMENT C.C_F. No. D2032751VOLUME 388-133, PAGE 100 D.R TC.T, P.R.T.C.T. NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 30 15 0 30 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING PERMANENT SANITARY SEWER EASEMENT LOT A, OUT ONE c, ST ,F -F� c„ O Uy J.W. NICHOLS COMPANY ADDITION CITY OF FORT WORTH, TARRANT COUNTY, TEXAS CURTIS SIVf.T 1. AS RECORDED IN VOLUME 388-190, PAGE 76 'o� q PLAT RECORDS OF TARRANT COUNTY, TEXAS PROJECT: PART 4-WATER -& SANITARY SEWER: RELOCATIONS CITY PROJ. No '00969 ACQUISITION AREA: 1 400 SQUARE FEET OR 0.032 ACRES CURTIS SMITH JOB No, KHA_1308.00 I DRAWN BY: CTA CAD FILE: 4—PEDWG JREGISTERED PROFESSIONAL LAND SURVEYOR DATE. DECEMBER 17, 2014 1 EXHIBIT B PAGE 1 OF 1 SCALE 1'= 30' N0; 5494 TEXAS FIRM No 10166900 GORRONDONA & ASSOCIATES, INC: • 7524 JACK•NEWELL BOULEVARD SOUTH FORT WORTH, TX, 761`18 , 817-496-1424 FAX 817-496-1768 WATER &SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT&THE TRINITY UPTOWN SERVICE AREA BRIDGE & CHANNEL. RELOCATIONS PART 4 CHANNEL SEGMENT B WATER& SANITARY SEWER RELOCATIONS. PARCEL No. 5-PE PART 1 CITY PROJECT No. 00969 921 N. HOUSTON STREET, FORT WORTH, TEXAS LOT C, BLOCK ONE OF J.W. NICHOLS COMPANY ADDITION STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PERMANENT WATER-SEWER FACILITY EASEMENT DATE: DECEMBER 17, 2014. . GRANTOR; SOUTHERN STAR CONCRETE, INC. GRANTOR'S MAILING ADDRESS (including County): 921 N. HOUSTON STREET FORT WORTH, TARRANT COUNTY, TEXAS 76164 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS(including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, PROPERTY:. Being a permanent water and sanitary sewer easement out of Lot.C; Block One of J.W. Nichols Company Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-130, Page 76 of the Plat Records of Tarrant County, Texas, and being a portion of a tract of land described as Exhibit A-11,,Tract 2 deeded to Southern Star Concrete, Inc. as recorded in County Clerk's Fife No. D203275195 of the Deed Records of Tarrant County, Texas, said permanent water and sanitary sewer easement being more particularly described in Exhibits "A" and "B". Permanent water-Sewer Facility Easement Rev,05/1212010 Grantor, for the Consideration paid to Grantor and other good and valuable consideration; hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement; upgrade, and repair of a Permanent Water-Sewer Facility, hereafter referred to as "Facility'': The Facility includes all incidental underground and aboveground attachments, 'equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, valves, pipelines, water meters, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "N' attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or(11),erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls .or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or"gravel driveway, road or parking'lot across the Easement Property. Grantee shall be obligated'to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed; relocated; altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement, TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof: When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Permanent Water-Sewer Facility Casement. Rev.05/12/2010: GRANTOR: SOUTHERN STAR GRANTEE: City of Fort Worth CONCRETE, INC. (Name of person authorized to Sign),Title Fernando Costa,Assistant City Manager APPROVED AS TO FORM AND LEGALITY Assistant City Attorney ACKNOWLEDGEMENT STATE OF TEXAS §'. COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared , known to me to be the same person.whose name is subscribed to the foregoing instrument, and acknowledged tome that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of , 20 Notary Public in and for the State of Texas Permanent Water-sewer Facility Easement Rev.6511 212 0 1 0, ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20�. Notary Public in and for the State of Texas Permanent water-Sewer Facility Easement Rev.05112!2010 WATER&SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT& THE TRINITY UPTOWN SERVICE AREA BRIDGE & CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER&SANITARY SEWER RELOCATIONS PARCEL No.5-PE PART I CITY PROJECT No.00969 921 N. HOUSTON STREET,FORT WORTH,TEXAS LOT C,BLOCK ONE OF J.W.NICHOLS COMPANY ADDITION EXHIBIT"A" Being a permanent water and sanitary sewer easement out of Lot C, Block One of J.W. Nichols Company Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 3.88-13.0,Page 76 of the Plat Records of Tarrant County, Texas, and being a portion of a tract of land described as;Exhibit A-11, Tract 2 deeded to Southern Star Concrete, Inc. as recorded in Coturty Clerk's File No.D203275195 of the Deed Records of Tarrant County,Texas, said permanent water and sanitary sewer easement being more particularly described,by metes and bounds as follows: COMMENCING at a 1/2 inch iron rocs with cap stamped "Area Surveying" found for the most southerly southeast corner of Lot A,Block One of said J.W.Nichols Company Addition, said 1/2 inch iron rod with cap stamped "Area Surveying"being the northeast,corner of a 2.18 acre tract of land (by deed) deeded to Texas Midstream Gas Services, L.L.C. as recorded in County Clerk's File No. D207367811 of said Deed Records of"Tarrant County, Texas, said 1/2 inch iron .rod with cap stamped "Area Surveying" also dieing in the westerly right-of-way line of Fort Worth& Western Railroad(a variable width right-of-way), from which a 1/2 inch iron rod with cap stamped "Precise" found for the most easterly northeast corner of Lot A, Block One of Gifford-Hill & Co. Plant No. 41 Site, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-133, Page 100 of said Plat Records of Tarrant County, Texas bears South 04 degrees 57 minutes 41 seconds West, a distance of 76.04 feet,and from which a 1/2 inch iron rod found for reference bears South 04 degrees 57 minutes 41 seconds West; a distance of 76.04 feet and North 12 degrees 37 minutes 47 seconds East, a distance of 0.29 feet; THENCE South 88 degrees 43 minutes 42 seconds West, with the south line of said Lot A of J.W:Nichols Company Addition and with the north line of said 2.18 acre tract of land,passing at a distance of 30.40 feet, a 1/2 inch iron rod with cap stamped "Precise" found for the most northerly northwest.corner of said 2:18 acre tract of land, and being the most northerly northeast corner of said Lot A of Gifford-Hill&Co. Plant No. 41 Site, in all, a distance of 50.22 feet to the POINT OF BEGINNING of the herein described permanent sanitary sewer easement, said point being the southwest corner of said Lot A of J.W. Nichols Company Addition, said point being the southeast corner of said Lot C, said point also being the southeast, coiner of said Exhibit A-11, Tract 2; THENCE South 88 degrees 43 minutes 42 seconds West, with the south line of said Lot C,with the north line of said Lot A.of Gifford-Hill & Co. Plant No. 41 Site, and with.,the south line of said Exhibit A-11, Tract 2, a distance.of 10.04 feet to a point for the Exhibit A Page 1 of 2. southeast corner of a 40' Emergency Access and Utility Easement as recorded in Volume 388-130,Page 76 ofsaid Plat Records of Tarrant County, Texas; THENCE North 04 degrees 05 minutes 42 seconds East, with the east line of said 40' Emergency Access and Utility Easement, a distance of 655.64 feet to a point for the northeast cornier of said40' Emergency Access and Utility Easement;-said point in the north line of said Lot C, said point being in the north line of said Exhibit A-1 1, Tract 2, said point also being in the south right-of-way line of N. <Houston Street (a 60' right-of-way); THENCE South 85 degrees 54 minutes 18 seconds East, with the north line of said Lot C, with the north line of said Exhibit A-11, Tract 2, and with the south right-of-way line of said N. Houston Street; a distance of 10.00 feet to a point for the northeast comer of said Lot C, said point being the northeast corner of said Exhibit A-11, Tract 2,,said point being the northwest corner of said Lot A of J.W. Nichols Company Addition, said point being the southwest corner of Lot 14, Bloch 229 of North Fort Worth Townsite COS, an addition. to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 204,Page 49 of said Plat Records of Tarrant County,Texas, said point also being the southeast corner of said N.Houston Street, from which a 1/2 inch iron rod with cap "illegible" found for reference bears North 62 degrees 56 minutes 01 seconds West, a distance of 0.54 feet;. THENCE South 04 degrees 05 minutes 42 seconds Vest, with the east line of said Lot C, with the east line.of said Exhibit A-1 1, Tract 2, and with the west;line of said Lot A of J.W.Nichols Company Addition, passing at a distance of 654.20 feet, a 5/8 inch iron rod found for reference, in all„ a distance of 654.70 feet to the POINT OF BEGINNING and containing 6,552 square feet.ox 0.150 acres>of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202. All distances and areas_ shown are surface utilizing a surface factor of 1.00013.75289116_ Date: December 17,2014 OF �s � . CURTIS SK41TH »; ........ 5494 a; Curtis Smith d ..... Registered Professional Land Surveyor No. 5494 Texas'Firm No. 10106900 Exhibit A Page 2 of 2 EXHIBIT "B PARCEL No. 5-PE PART 1 MATCH LINE "A it i LINE TABLE EXHIBIT A-11, TRACT 2 j [ :: LINE 1 BEARING DISTANCE. SOUTHERN STAR CONCRETE, INC. { L-1 S 88'43'42"w 50.22' C.C.F. No. D203275195 is { L-2 S 88'43'42"W 1 10.04' D.R.T.C.T. I i APPROXIMATE LOCATION _ I OF FLOODWAY EASEMENT SANITARY CENTERLINE I a 11-----f-VOLUME 388-130, PAGE 76 { I �� 1 n { P.R.T.C.T. U) 'd' ( PARCEL No. (UNDEFINED,WIDTH) I to VOLUME 3411, PAGE 464 40.Q' EMERGENCY I cot 5 PE PART 1 D.R.T.C.T. ACCESS AND UTILITY EASEMENT—�-. r_.1 I SUBJECT TRACT 8c VOLUME 388-130, PAGE 76 f!` P.R.T.C.7. j NB f zg LOCATION OF EASEMENT LOT B I d N I TRACT uI IQN I �� Q` { LOT A FORWARD FORT WORTH Oj�j1 T}DIT I O{ p I RIVER PROJECT, LTD. $LOCK pANY GL 7s i1!: : I C.C.F. No. D206278234 S ,O O PA G13 Q p D.R.T.C:T. J w SIC ME 388- ,T, PERMANENT zt I PASSING AT 654.20', Q y0L P• WATER AND F I A FWD 5/8"IR TRACT III SANITARY SEWER LOT C—� i L� FORWARD FORT WORTH EASEMENT AREA !! 8 RIVER PROJECT, LTD': F 1 ' FND 1/2"IR "J 1 C.C.F. No. D206278234 6,552 SQ. FT. 'I "PRECISE" D.R.T.C.T. 0._150 ACRES __ cc 15.0" SANITARY SEWER EASEMENT -- - i I I P.0. VOLUME 388-130, PAGE 76 FND 1 2 1R P.R.7.C.T. -------- - ------ - I - 30.40 "AREA SURVEYING 20.0' FLOODWAY EASEMENT L-1� �. VOLUME 388-133, PAGE 100 L'Z�i �� o' �" ui W ! - (o 2.18 ACRES (BY DEED) `^ - ----•----•.-------_ -- TEXAS MIDSTREAM ® r�n d GAS SERVICES, LL.C. t vJ af LOT A C.C_F. No. D207367811 LL j LOCK ONF'& CO. T O.B; N D.R.T.C.T. Lu &100flpN. 41 .P� 100 APPROXIMATE LOCATION OF m 13 VOLjJUSL 3p.R'j'C' ��' / 150 SANITARY SEWER EASEMENT VOLUME 388-133, PAGE 100 1 i v�( P.R.T.C.T. w EXHIBIT 1, TRACT 1 SOUTHERN 5 AR1 CONCRETE, INC.I, 1(Xv�\A 5UR�5 FND 1/2"IR "PRECISE", C.C.F. No. D203275195 13 NO• FROM WHICH A FND o~ D.R.T.C.T. JCS SjRPCl 1/2"IR BEARS , ja$ N 12"37'47"E 0.29' NOTES: 6Q 30 0 60 1. A LEGAL.DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2: ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116, SCALE IN FEET V � 1000 THROCKMORTON .STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING A OF PERMANENT WATER AND SANITARY SEWER EASEMENTS T�. 1 LOT C,BLOCK ONE cne �1 �``c} `�y� J.W. NICHOLS COMPANY ADDITION CURTIS SMITH \> CITY OF FORT WORTH, TARRANT COUNTY, TEXAS «.n. •.»..., .... AS RECORDED IN C`F. 5494 Vim" VOLUME 388-130, PAGE 76 0� PLAT RECORDS OF TARRANT COUNTY; TEXAS .....,••. PROJECT: PART 4-WATER & SANITARY SEWER RELOCATIONS ICITY PROD. No. 00969 ACQUISITION AREA: 6,552 SQUARE FEET OR 0.150 ACRES CURTIS SMITH JOB No; KHA-1308:00 DRAWN BY: CTA I CAD FILE: 5-PE PART 1.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE DECEMBER 17; 2014 EXHIBii B PAGE-1 OF-3 1 SCALE: 1" = 60' N0..5484 TEXAS FIRM No. 10106900 GORRONDONA & ASSOCIATES, INC. 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 817-496-1424 FAX B17-496-1768. EXHIBIT 19B 99 PARCEL No. 5-PE PART t MATCH LINE "B" EXHIBIT A-11, TRACT 2 ! j15.0' SANITARY SEWER EASEMENT ' VOLUME 388-10, PAGE 76 SOUTHERN STAR CONCRETE, INC. , P.R.T.C.T. C,C.F. No. D203275195 D.R.T.C.T PERMANENT TRACT III 1 WATER AND FORWARD FORT WORTH ' I I I '" PARCEL No. RIVER PROJECT, LTD. 1 ! SANITARY SEWER 5—PE PART 1 C.C.F. No. D206278234 m I I EASEMENT AREA` D:R.T.o T. f '., 6,552 SQ. Ff=. OR 0.150 ACRES SUBJECT TRACT & LOT B ! I �`;:: J K ONE AOj)ITJON +I ter: : LOT A LOCf1TION OF EASEMENT u>� .� TRACT III GC FAN PAGE 76 FORWARD FORT WORTH GgOLS 8�M$Q. I RIVER PROJECT, LTD. J'�' D.R.T.C.T. VOLIIDIF 3p.R•�'C`T I t o'I� :_� C.C.F. 278234 15VOL ME�388-1.30, PAGE 16 EASEMENT PL fir.:..' fyG�NNO 115 II P.R.TC.T: _ —1 — APPROXIMATE LOCATION OF FLOODWAY EASEMENT E VOLUME 388-130, PAGE 76 I I 'j P.RT.C.T. I II —LOT C -------_ CENTERLINE OF ^— _ SANITARY SEWER EASEMENT - G 40.0' EMERGENCY I r --- (UNDEFINED WIDTH) IACCESS AND UTILITY EASEMENT--.--4 VOLUME 3411, PAGE 464 I' -VOLUME 388-130; `PAGE'76 ! D.R.T.C.T. I P.R.T.C.T. I r r MATCH LINE "A" NOTESt 1: A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. FO 30 O 60 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS C06RDINATE 1 SYSTEM, NAD-83, THE NORTH CENTRAL'ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN. FEET City of r-ort Worth 1000 THROCKMORTON STREET - FORT. WORTH, TEXAS 76102 EXHIBIT SHOWING A fl PERMANENT WATER AND SANITARY SEWER EASEMENT ..... OUT OF STtR LOT C, BLOCK ONE J.W. NICHOLS COMPANY ADDITION CURTIS SMFll . CITY OF FORT WORTH, TARRANT COUNTY, TEXAS -� VOLUME 388-130,RECORDED PACE 76 PLAT RECORDS OF TARRANT COUNTY,, TEXAS ,< PROJECT: PART 4—WATER & SANITARY SEWER_ RELOCATIONS CITY PROD. No. 00969 5 ACQUISITION AREA: 6 552 SQUARE FEET OR 0.150 ACRES CURTIS SMITH JOB No. KHA_1308;00 I DRAWN BY CIA CAD FILE 5—PE PART 1.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE DECEMBER 17, 2014 1 EXHIBIT B-'PAGE 2 OF 3 1 SCALE " = 66' NO, 5494 1 TEXAS FIRM go.--1O 106900 GORRONDONA & ASSOCIATES, INC.,- 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX.,76118 817-496-1424 FAX.817-496-1768' EXHIBIT "B PARCEL No. 5-PE PART 1 I I._, LINE TABLE W LINE I BEARING I DISTANCE ! ' M L-3 S 85'54'18"E 10;00- PARCEL No. f �.J.e LOT 11 5—PE PART 1 > I c d Ii SUBJECT TRACT & o o LOCATION OF EASEMENT O = LOT 12 ri LOT A-R o gpOG\A 15� (L Q 0 13LOCK T if0W 3oA s-�RA�l cam® _ TH FOBSLrpE` 1 1 `? °° Z OTNET B, C T, LOT 13 CAS P•R K 229 5.0' UTILITY EASEMENT Tg NOR E iCOS 49 o VOLUME 368-130, PACE 76 FND 1/2"IR WITH `CAP NG OwNSIT P G LL_ j P.R.T.CT' To BEARS. vmE 20T C.T. W N 62'56'01'W 0.54' QGL ,E v L-3 LOT 14 i--------LOT ONE__ :DTTO - - -_ i _-_--- - ---- _ 13LOC�MpAN PAGE 76 �� 40.0" EMERGENCY I ACCESS AND UTILITY EASEMENT E s 8 •T30' Q VOLUME 388-130, P.R.T.CT. PAGE 76 vOL 3P• FORWARD FORT ' I L07 C�� 4 RIVER PROJECT, LTD. I LOT A C.C.F. No, D206278234 I / D.R.T.C.T. z 1 NI TRACT ill I d FORWARD FORT WORTH PERMANENT ' A 1nt a RIVER PROJECT, LTD; r WATER AND o I �+ ',./ C.C.F. No. D206278234 1 SANITARY SEWER I a LO D.RT.C.T. 1 EASEMENT AREA I C 6,552 SQ, FT. OR o EXHIBIT A-11, TRACT 2 0.150 ACRES I SOUTHERN STAR CONCRETE, INC. 15:0' SANITARY SEWER EASEMENT I .... C.C.F. No. D203275195 VOLUME 388-130, PAGE 76 �j-' j D,R.T.C•T; P.R.T.C.T. ' MATCH LINE "B" NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 60 30 0 60 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE -I SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS' mmmmmmmmm SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET Forit- Worth 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76162 EXHIBIT SHOWING �^ PERMANENT WATER AND SANITARY SEWER EASEMENT �E OUT OF �. ..,��lsr LOT C, BLOCK ONE J.W. NICHOLS COMPANY ADDITION CURTIS SMITH CITY OF FORT WORTH, TARRANT COUNTY, TEXAS »••• ..... ••.... AS RECORDED IN { 5494 VOLUME 388-13.0, PAGE 76 0� PLAT RECORDS OF TARRANT COUNTY, TEXAS PROJECT: PART 4--WATER & -SANITARY SEWER RELOCATIONS lary PROD. No. 00969 S U ACQUISITION AREA: 6,552 SQUARE FEET OR 0.150 ACRES CURTIS SMITH. JOB No: KHA_1308.00 DRAWN BY: CTA CAD FILE- 5 P PART 1,DWG REGISTERED PROFESSIONAL LAND:SURVEYOR DATE- DECEMBER 17, 2014 EXHIBIT B PAGE 3 OF 3 1 SCALE: 1' = 60' NO '5494 TEXAS FIRM No.'10106900 GORRONDONA & ASSOCIATES, INC. • 7,524-JACK. NEWELL BOULEVARD SOUTH FORT WORTH, TX..76118 817-496-1424 FAX B17-496-1768 WATER & SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT &THE TRINITY UPTOWN SERVICE AREA BRIDGE &CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER & SANITARY SEWER RELOCATIONS PARCEL No. 5-PE PART CITY PROJECT No. 00969 921 N. HOUSTON STREET, FORT WORTH, TEXAS LOT C, BLOCK ONE OF J.W. NICHOLS COMPANY ADDITION STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PERMANENT WATER-SEWER FACILITY EASEMENT DATEr, DECEMBER 17, 2014 GRANTOR: SOUTHERN STAR CONCRETE, INC. GRANTOR'S MAILING ADDRESS (including County). 921 N. HOUSTON STREET FORT WORTH, TARRANT COUNTY, TEXAS 76164 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH,TARRANT COUNTY,TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, PROPERTY: Being a permanent water and sanitary sewer easement:out of Lot C, Block, One of J.W. Nichols Company Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-130, Page 76 of the Plat Records of Tarrant County, Texas, and being a portion of a tract of land described as Exhibit A-11, Tract 2 :deeded to Southern Star Concrete, Inc. as recorded in County Clerk's File No. D203275105 of the Deed Records of Tarrant County, Te xas, said permanent water and sanitary sewer easement being more particularly described in Exhibits "A" and "B'.. kananent Water-Sewer Facility Easeqient Rev.06AT260 Grantor, for the. Consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns„ an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Water-Sewer Facility, hereafter referred to as "Facility". The f=acility includes all incidental underground and aboveground attachments, equipment and appurtenances, 'including, but not limited to manholes, manhole vents, lateral line connections, valves, pipelines, water meters, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (11) erect or permit to be erected within the easement property a.permanent structure or building, including; but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete; asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the.,above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Permanent Water-sewer Facility Easement Rev.0511212010 GRANTOR: SOUTHERN STAR GRANTEE: City of Fort Worth CONCRETE, INC. (Name of person authorized to sign),Title Fernando Costa, Assistant City Manager APPROVED AS TO FORM AND LEGALITY Assistant City Attorney ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared known to me to be the same person whose'name is subscribed to the`foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 120 Notary Public in and for the State of Texas Permanent Water-Sewer Facility Easement _ Rev.05/12/2010 ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged tome that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20. Notary Public in and for the State of Texas Permanent Water-Sewer rapility Easement ReV:0511212010 WATER&z SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT&THE TRINITY UPTOWN SERVICE AREA BRIDGE & CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER& SANITARY SEWER RELOCATIONS PARCEL No.5-PE PART 2 CITY PROJECT No. 00969 921 N. HOUSTON STREET,FORT WORTH,TEXAS LOT C,BLOCK ONE OF J.W.NICHOLS COMPANY ADDITION EXHIBIT "A" Being a permanent water and sanitary sewer easement out of Lot C, Block One of J.W. Nichols Company Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-130,Page 76 of the Plat Records of Tarrant County; Texas, and being a portion of a tract of land described as Exhibit A.-11, Tract 2 deeded to Southern Star Concrete, Inc. as recorded in County Clerk's File No. D203275195 of the Deed Records of Tarrant County, Texas, said permanent water and sanitary sewer easement:'being more particularly described by metes and bounds as follows- COMMENCING at a 1/2 inch iron rod with cap stamped "Area Surveying" found for the most southerly southeast corner of Lot A,Block One of said J.W.Nichols Company Addition; said 1/2 inch iron rod with cap stamped "Area Surveying" being the northeast corner of a 2.18 acre tract of land (by deed) deeded to Texas Midstream Gas Services, L.L.C. as recorded in County Clerk's File No. D207367811 of said Deed Records of Tarrant County, Texas, said 1/2 inch iron rod with cap stamped "Area Surveying" also being in the westerly right-of-way line of Fort Worth& Western Railroad (a variable width right-of-way), from which a 1/2 inch iron rod with cap stamped "Precise" found for the most easterly northeast corner of Lot A, Block One of Gifford-Hill & Co. Plant No. 41 Site, an addition to the City of Fort Worth, Tarrant. County, Texas as recorded in Volume 388-133, Page 100 of said Plat Records of Tarrant County, Texas bears South 04 degrees 57 minutes 41 seconds West, a distance of 76.04 feet; and from which a 1/2 inch iron rod found for reference bears South 04 degrees 57:minutes 41 seconds; West a distance of 76.04 feet and North 12 degrees 37 minutes 47 seconds East,.a distance of 0.29 feet; THENCE South 88 degrees 43 minutes 42 seconds West, with the south line of said Lot A of J.W.Nichols Company Addition and with the north line of said 2.18 acre tract of land, passing at a distance of 30.40 feet, a 1/2 inch iron rod with cap stamped,"Precise" found for the most northerly northwest corner of said 2.18 acre tract of land and being the most northerly northeast corner of said Lot A of Gifford-Hill & Co. Plant No. 41 Site, and passing at a distance of 50.22. feet, a point for the southwest corner of said Lot A of J.W.Nichols Company Addition; being the southeast corner of said Lot C, and being the southeast corner of said Exhibit A-11,Tract 2, from which a 5/8 inch iron rod found for reference bears North 04 degrees 05 minutes 42 seconds East, a distance of 0.43 feet, in all, a distance of 100.44 feet to the POINT OF BEGINNING of the hereui described permanent water and sanitary sewer easement, said point being the southwest corner of a 40' Emergency Access and Utility Easement as recorded in Volume 38.8- 130,Page 76 of said Plat Records of Tarrant County,Texas; Exhibit.A Page I of 2 THENCE South 88.degrees 43 minutes 42 seconds West, with the south line of said Lot C,with the south line of said Exhibit A-1l,'Tract 2 and with the north line of said Lot A of Gifford-Hill & Co. Plant No. 41 .Site, a distance of 10.04 feet to a point for the southwest corner:of said Lot,C, said point being the southwest corner of said Exhibit A-11, Tract 2, said point also being the southeast coiner of hot B, Block One of said J.W. Nichols Company Addition, from which a "Y" cut in concrete found for reference bears North 29 degrees 07 minutes 04 seconds East, a distance of 0.43 feet; THENCE North 04 degrees 05 minutes 42 seconds East, with the west line of said Lot C, with the westerly line of said Exhibit A-11, Tract 2, and with the east line of said Lot B, a distance of 320.33 feet to a point for an.exterior ell corner in the westerly line of said Exhibit A-11, Tract 2; THENCE South 85 degrees 54 minutes 14 seconds East, with the westerly,line of said Exhibit A-11, Tract 2, a distance of 1.OM feet to a point for corner in the westerly line of said 40'Emergency Access and Utility Easement; THENCE South 04 degrees 05'minutes 42 seconds West, with the westerly line of said 40' Emergency Access and Utility Easement, a distance of 319.39 feet to the POINT OF ]BEGINNING and containing 3,199 square feet or 0.073 acres of land, more or less. Notes; (1) A plat of even survey date Herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202. 211 distances and areas shown are surface'utilizing a surface factor of 1.0001375289116. Date: December 17,2014 OF T `,��,` C�iRTIS St�11TH Curtis Smith. °cfiss� t Registered Professional Land Surveyor S U R No. 5494 Texas Firm No. 10106900 Exhibit A Page 2 of li.lil. IB l f9B 99 PARCEL No. 5—PE PART 2 MATCH LINE "A" I I LINE TABLE EXHIBIT A-11, TRACT 2 r '� l LINE BEARING DISTANCE SOUTHERN STAR CONCRETE, INC. I t I L-1 sea43'4z"w 1a.o4' C.C.F. No. D203275195 ? t APPROXIMATE LOCATION D.R.TC.T; :� I I OF FLOODWAY EASEMENT-- I VOLUME 388-130, PAGE 76 CENTERLINE OF �I t+j rQj j t P.R.T.C.T. SANITARY SEWER EASEMENT I C) •;�Qj I t PARCEL No. (UNDEFINED WIDTH) ! C.4 +- t t + 5-PE PART 2 VOLUME 3411, PAGE 464 1 40.0' EMERGENCY M I F D.R.T.C.T. ACCESS AND UTILITY EASEMENT 1 ! SUBJECT TRACT & VOLUME 388-130, PAGE 76 AI,I I LOCATION OF EASEMENT I P.R.T.C.T. I f cy ! ! TRACT III LOT B 1 �.. I I LOT A FORWARD FORT WORTH I LION -a;,,.�0 1 '. RIVER PROJECT, LTD. ]3.L ONE ANy 41) 76 ;t _::.l4 i t C.C.F. No. Q206278234 Cpbip PACrl; 0 . . 0 ! 1 D.R.T.c.T: LS B-130 J w'Vp MME S g T C WATER AND z '.: PASSING 5/8"IR BEARS, Q LOT C N 04'05'42°E 0.43' O TRACT III SANITARY SEWER �! FORWARD FORT WORTH EASEMENT AREA I r O RIVER PROJECT, LTD- 3.199 SO, Fr. OR ! + "PRECISE"IR C-C F. No. 0206278234 f ! y� _ D R T C T._ 0.073'. ACRES --] ' I +-� -- 15 0 SANITARY SEWER EASEMENT -------- '1 ! U jr VOLUME 388-130, PAGE 76 1 -______ -----l- t P.R.T130, - - ! - 1 -- FND 1/2 :E I I I 30.40" AREA SU RVEYING' 200 FLOOD—WAY EASEMENT } FNO "Y" CUT IN S 88'43'42"W`100.44' VOLUME 38B-133, PAGE 100 'CONCRETE BEARS ` � �� o ry� w W P.RT.C,T. N 29'OZ 04"E 0.43' _J� _-- ^ 2.18 ACRES (BY DEED) �^ co ------' -- ---------- --------_^ TEXAS MIDSTREAM Q L-1 J GAS SERVICES, LLC, 1 Q LOT A n C.C.F. No. D207367811 !�L ��0cx TL $ co. i�� P.0.8. D.R.T.G.T. � Q GIFrFAONDN0 4 pAO 00� o p'� 3$$J T CT•�_��// / APPROXIMATE LOCATION OF VOLjJM p.} \-1546, SANITARY SEWER EASEMENT VOLUME 388-133, PAGE 100 EXHIBIT A-11, TRACT t X11 1 �v rJ� NDTt/2°IR -PRECISE", SOUTHERN STAR CONCRETE, INC.t 5 UGH SV A A C.C.F. No. D203275195 HH �A j NO- FROM WHICH A FND o D.R.T.C.T: 30- S'CRAC' 112"1R BEARS` NIB N 12T37'47"E-0.29' NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 60 30 60 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE I SYSTEM, NAD-83,'THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS ME= mommoomm SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET 0 tT 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING PERMANENT WATER AND SANITARY SEWER EASEMENT ,C7F %�c LOT C,aBLOCK ONE J.W. NICHOLS COMPANY ADDITION CITY OF FORT WORTH, TARRANT COUNTY, TEXAS CU T1S. SMlT AS RECORDED IN f 549 { VOLUME 388-130, PAGE 76 f'pF PLAT RECORDS OF TARRANT COUNTY, TEXAS . PROJECT: PART 4-WATER & SANITARY SEWER RELOCATIONS I CITY'PROD. No. 00969. ACQUISITION AREA: 3,199 SQUARE FEET OR 0.073 ACRES GURTIS SMITH JOB No. KHA_1308:00 DRAWN BYs CTA CAD FILE:5-PE.PART 2:DWG REGISTERED PROFESSIONAL LAND,SURVEYOR DATE:' DECEMBER 17; 2014 EXHIBIT 13'PAGE`1 OF 2 1 SCALE: 1` 60' NOc 5494 TEXAS FIRM No. 10106900 GORRONDONA & ASSOCIATES, INC; 7524 JACK;NEWELL BOULEVARD SOUTH FORT WORTH, TX, 76118 817-496-1424 FAX 817-496-1788, EXHIBIT „$ PARCEL No. 5-PE PART 2. 15,0' SANITARY SEWER EASEMENT LINE TABLE VOLUME 388-130, PAGE 76 LINE BEARING DISTANCE P.R.T.C.T. I I I I 1 t L-2 S`85'54'14°£ 10.00' 1I EXHIBIT A-11, TRACT' 2 i f SOUTHERN STAR CONCRETE, INC. C.C.F. No. D203275195 D.R.T.C.T. 1 1I � 1 LOT B ' f i PARCEL No UE �DJTION 5-PE PART 2 �SOCO'MPAN PA E 76 o f j j i f LOCATION COF TRACT EA EASEMENT �. Va �E 3 R.T iil LOT A TRACT III �LOT C TRACT III FORWARD FORT WORTH FORWARD FORT WORTH RIVER PROJECT, LTD. I f RIVER PROJECT, LTD. C.C,F. No, 0206278234 f 1 C.C.F. No. D206278234 D.R.T.C.T. ; D.R.T C.T. t 15;VOLUMET388-130,SEWER PEASEM6NT L-2 I 1 1 f HN. laNUG NQ. 15 P.R.T.C.T. JO�BS� pCT �— ----------- f i II 1 --- — `-- I I APPROXIMATE LOCATION OF FLOODWAI' EASEMENT j M ••_;�M i VOLUME 388-130, PACE 76 1 e7r f I P.R.LC.7: 1 40.0' EMERGENCY Mi � I f ACCESS AND UTILITY EASEMENT CENTERLINE OF I VOLUME 388-130, PAGE 76 1"'' —" --------- SANITARY SEWER EASEMENT P,R.T.C.T. f l 1 (UNDEFINED WIDTH) I PERMANENT .N VOLUME 3411, PAGE 464 1 D.R.T.C.T. WATER AND i i _ _ SANITARY SEWER d I _ EASEMENT AREA o o t �, _____-- ----- j 3,199 SQ. FT. OR Z 1 0.073 ACRES I MATCH LINE "A" NOTES: 1. LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 60 30 0 60 2: ALL BEARINGS AND COORDINATES ARE REFERENCED.TO THE TEXAS COORDINATE SYSTEM, NAD-83; THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS' SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEE !/ 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING i={T OF PERMANENT WATER AND SANITARY SEWER EASEMENT . T OUT OF LOT C, BLOCK ONE '(p J.W. NICHOLS COMPANY ADDITION t URTIS SMITH CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AS RECORDED IN 59� .. VOLUME 388-130, PAGE 76 cF PLAT RECORDS OF TARRANT COUNTY, TEXAS PROJECT: PART 4-WATER & SANITARY SEWER RELOCATIONS I CITY PROJ. 'No. 00969 ACQUISITION AREA: 3,199 SQUARE FEET OR 0.073 ACRES CURTIS SMITH JOB No. KHA_1308.00 DRAWN BY: CTA CAD FILE: 5—PE PART 2.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE:DECEMBER 17; 2014 1 EXHIBIT 8 PAGE 2 OF°2 1 SCALE:.1.-= 60' N0. 5494 TEXAS FIRM No. 10106900. GORRONDONA de ASSOCIATES, INC; • 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 81.7-496-1424 FAX,817-496-1768 WATER& SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER VISION CENTRAL CITY PROJECT&THE TRINITY UPTOWN SERVICE AREA BRIDGE & CHANNEL RELOCATIONS PART 4-CHANNEL SEGMENT B WATER&.SANITARY SEWER RELOCATIONS PARCEL No. 6-PE CITY PROJECT No. 00969 951 N. HOUSTON STREET,_FORT WORTH, TEXAS LOT C, BLOCK ONE OF J.W. NICHOLS COMPANY ADDITION STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PERMANENT WATER-SEWER FACILITY EASEMENT DATE: DECEMBER 17, 2014 GRANTOR: FORWARD FORT WORTH RIVER PROJECT, LTD. GRANTOR'S MAILING,ADDRESS(including County)- 951 N. HOUSTON STREET FORT WORTH, TARRANT COUNTY, TEXAS 76164 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH,TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY:Being a permanent water and sanitary sewer easement out of Lot C,'Block One of J.W. Nichols Company Addition, an addition to the City. of Fort Worth, Tarrant County, Texas as recorded in Volume 388-130, Page 76 of the Plat Records of Tarrant County,,Texas, and being a portion of a tract of land described as Tract III deeded to Forward Fort Worth River Project, Ltd. as recorded in County Clerk's File No,. D206278234 of the Deed Records of Tarrant County, Texas, said permanent water and sanitary sewer easement being more particularly described in Exhibits"A" and"B Permanent Water-Sewer Facility Easement Rev.05/12/2010 Grantor, for the Consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and ,repair of a Permanent Water-Sewer Facility, hereafter referred to as "Facility The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including,. but not limited to manholes, manhole vents, lateral line connections, valves, pipelines, water meters, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent. purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing upgrading, and repairing said Facility. In no event shall Grantor (l) use the Property in any manner which interferes in any material way or is inconsistent with the.rights granted hereunder, or(II) erect or permit to be erected within the easement property a permanent structure or building, including, but not-limited to, monument sign, pole sign, billboard, brick or masonry fences or walls: or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its'successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Permanent Water=Sewer Facility Easement Rev.,05/12/2010 GRANTOR: FORWARD FORT WORTH GRANTEE:. City of Fort Worth RIVER PROJECT, LTD. (Name of person authorized to sign), Title Fernando Costa,Assistant City Manager APPROVED AS TO FORM AND LEGALITY Assistant City Attorney ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared , known to me to be the same person whose name is subscribed to the foregoing instrument; and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20� Notary Public in and for the State of Texas Permanent Water-Sewer Facility Easement Rev.05112/2010 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of , 20 Notary Public in and for the State of Texas Permanent Water-Sewer Facility Easement Rev.0 i,2/2.oib WATER&,SANITARY SEWER RELOCATIONS FOR THE TRINITY RIVER'VISION CENTRAL CITY PROJECT&THE TRINITY UPTOWN SERVICE AREA BRIDGE & CHANNEL RELOCATIONS PART 4—CHANNEL SEGMENT B WATER& SANITARY SEWER RELOCATIONS PARCEL No. 6-PE CITY PROJECT No. 00969 9.51 N. HOUSTON STREET,FORT WORTH,TEXAS LOT C,BLOCK ONE OF J.W. NICHOLS COMPANY ADDITION EXHIBIT"A" Being a pennanent water and sanitary sewer easement out of Lot C, Block One of J.W. Nichols Company Addition, an addition to the City of Fort Worth; Tarrant County, Texas as recorded in Volume 388-130,Page 76 of the Plat Records of Tarrant County,Texas,.and being a portion of a tract of land described as Tract III deeded to Forward Fort Worth River Project, Ltd. as recorded in County Clerk's File No. D206278234 of the Deed. Records of Tarrant County, Texas, said permanent water and sanitary sewer easement being more particularly described by metes and bounds as follows: CO MMENCING at a 1/2 inch iron rod with cap stamped "Area Surveying" found for the most southerly southeast corner of Lot A,Block One of said J.W.Nichols Company Addition, said 112 inch iron rod with cap stamped"Area Surveying" being the northeast confer of a 2.18'acre tract of land (by deed) deeded to Texas Midstream Gas Services, L.L.C. as recorded in County Clerk's File No. D207367811 of said Deed Records of Tarrant County, Texas, said 1/2 inch iron rod with cap stamped `'Area Surveying" also being in the westerly right-of-way line of Fort Worth& Western Railroad (a variable width right-of-way),,from which a 1/2 inch iron rod with cap stamped "Precise" found for the most easterly northeast corner of Lot A, Block One of Gifford-Hill & Co. Plant No. 41 Site, an addition to the City of Fort Worth, Tarrant County, Texas:as recorded in Volume 388-133,,Page 100 of said Plat Records of Tarrant County, Texas bears South 04 degrees 57 minutes 41 seconds West, a distance of 76.04 feet, and from which a 1/2 inch iron rod found for reference bears South 04 degrees,57 minutes 41 seconds`West, a distance of 76.04 feet and North 12 degrees 37 minutes 47 seconds East, a distance of 0.29 feet; THENCE South 88' degrees 43 minutes 42 seconds West, with the south line of said Lot A of J.W.Nichols Company Addition and with the north line of said 2.18 acre tract of land, passing at a distance of 30.40 feet, a 1/2 inch iron rod with cap stamped "Precise" found for the most northerly northwest corner of said 2.18 acre tract of land and being the most northerly northeast corner of said Lot A of Gifford-Hill & Co. Plant No. 41 Site, and passing at a distance of 50.22 feet, a point for the southwest corner of said Lot A of J.W.Nichols Company Addition, being the southeast corner of said Lot C, and being the southeast corner of a tract of land described as Exhibit A-11, Tract 2 deeded to Souther Star Concrete, Inc. as recorded in County Clerk's File No. D203275195'of said Deed Records of Tarrant County, Texas,from which a 5/8 inch iron rod found for reference bears North 04 degrees 05 minutes 42 seconds East; a distance of 0.43 feet; in all,a distance of 110.48 feet to,a point for the southwest corner of said Lot C, said point being the southwest corner of said Exhibit A-11, Tract 2, said point also being the southeast corner of Lot B" Block One of said J.W. Nicholas Company Addition; from which a "Y cut in.concrete found for reference bears North 29 degrees 07 minutes 04 seconds East,:a distance of 0.43 feet;. Exhibit A Page 1 of 2 THENCE North 04 degrees 05 minutes 42 seconds East, with the west line of said Lot.C; with the west line of said Exhibit A-11, Tract 2, and with the east line of said Lot B; a distance of 320.33 feet to the POINT OF BEGINNING of the herein described permanent water and sanitary sewer easement, said point being;an exterior ell corner in the west line of said Exhibit A- 11, Tract 2; THE North 04 degrees 05 minutes 42 seconds East, with the west line of said Lot C and with the east line of said Lot B, a distance of 340.00 feet to a-point for the northeast corner of said Lot B, said point being the northwest corner of said Lot C, said point. being the southeast corner of Lot A-R, Block 230 of North Fort Worth., an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Cabinet B, Slide 1143 of said Plat Records of Tarrant County, Texas, said point also being the southwest collier of N. Houston Street(a 60' right-of-way); THENCE South 85 degrees 54 minutes 18 seconds East, with the north line of said Lot C and with the south right-of-way line of said N. Houston Street, a distance.of 10.00 feet to apoint for the northwest corner of a 40',Emergency Access.and Utility Easement as recorded in Volume 388-130, Page 76 of said Plat.Records of Tarrant.County,Texas, from which a 1/2 inch iron rod with cap "illegible" found for reference bears South 85 degrees 54 minutes 18 seconds East, a distance of 50.00 feet and North 62 degrees 56 minutes 01 seconds West, a distance of 0.54 feet; THENCE South 04 degrees 05 minutes 42 seconds West, with the west line of said 40' Emergency Access and Utility Easement, a distance of 340.00 feet,to a point for corner in the west line of said Exhibit A-11`,Tract 2; THENCE North 85 degrees 54 minutes 14 seconds West, with the west line of said Exhibit A- 11, Tract 2, a distance of 10.00 feet to the POINT OF BEGINNING and containing 3,400 square feet or 0,078 acres of land,more or less. Notes: (1) Aplat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202. All distances and areas shown are surface utilizing a surface factor of 1:0001375289116.. Date: December 17, 2014 CURTIS SMITH Curtis Smith sue ��549 ss . Registered Professional Land Surveyor �? ..��o R. No. 5494 Texas Firm No. 10106904 Exhibit A Page=2 of 2 EXHIBIT T 91B 99 PARCEL No. 6-PE MATCH LINE "A 1 EXHIBIT A-11, TRACT 2 i SOUTHERN STAR PARCEL No. 6—PE t CONCRETE; INC. + I C.C.F. No. D203275195 , I D.R.T.C.T. + i SUBJECT TRACT & CENTERLINE AS -Ai r LOCATION OF EASEMENT SANITARY SEWER EASEMENT—Al (UNDEFINED WIDTH} I I I f APPROXIMATE LOCATION 40.0' EMERGENCY 1 VOLUME 3411, PAGE 464 f OF FLOODWAY EASEMENT D.R.T.C.T. ACCESS AND UTILITY EASEMENT—f—4i , °""---�—VOLUME 388-130, PAGE 76 VOLUME 388-130, PAGE 76 I I I P.R.T.CT. P.R.T.C.T. M 1 ! LOT B , Q ! I f TRACT III N I I , ! FORWARD FORT WORTH ACC LTD- ONE NY AD ITION + ! ( LOT A C GIVF.RNoR 0206278234 $j CID PAGE I I j D.R.T.C.T. cg0L 8_13 I , , i J, NZUM 38 P.T'C,T o 1 f PASSING AT 50.22', } VOL TRACT III I ° ! j j A FND 5/8"IR BEARS 0 FORWARD FORT`WORTH I Z I LOT C_7_11 1 N 04`0542'E 0.43' lJ RIVER PROJECT, LTD: f i t! ( FND 1/2"IR cc >L C.C.F. No D206278234 P ' r , ! "PRECISE' S CD 1,5.0' SANITARY SEWER EASEMENTV� f �' f P.O.C. cr VOLUME 388-130, PAGE 76 I_--_----_— -------I— — -- — FND 1/2"IR = P.R.T.C.T. , , I 30 4O, "AREA SURVEYING" 20.0' FL04pWAY^EASEMENT' S B$'43'42"W 110;48' VOLUME 388-133, PAGE 100 ��' ��''� Lu R;RT.C.T. -- ---------�— — id 2.18 ACRES (BY DEED) L -----_—___—_—__ FND 'Y" CUT IN ' ' TEXAS MIDSTREAM CONCRETE BEARS �'�' `� 3 GAS SERVICES, LLC: r Q LOT A N 29'07'04"E 0.43' �� j' C.C.F_No. D2073678ii -+.t. ►( � > QGI' pTE& CQ: O.RT,C.T. LLJ �� ' FORD orL�1 SI 19 00 GIF NT N 41 PA G13 P A 388' C T.� "� ��' APPROXIMATE LOCATION OF � VOL P.R ��/ ��' 15.0' SANITARY SEWER EASEMENT 1 VOLUME 388-133, PAGE 100 P.R.T.C.T. EXHIBIT A-11, TRACT 1 { 1 a 1 SO FND 2 "IR "PRECISE", UTHERN STAR CONCRETE, INC. 1 1 FROM WHICH A FND E �' C.C.F: No. 0203275195 1 1 o D.R.T.C.T. 1 1 1/2"1R BEARS 1 1 N 12'37'47"E-0.29'. NOTES: 1, A.LEGAL.DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 60 30 0 60 2. Aft BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE -� SYSTEM, NAD-83; THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING PERMANENT WATER AND SANITARY SEWER EASEMENT f!tip OF LOT C,BLOCK ONE — t S J.W. NICHOLS COMPANY ADDITION "GURTIS. SMITI-I''"" i) CITY OF FORT WORTH, TARRANT COUNTY, TEXAS M... AS RECORDED IN `# 5494 VOLUME 388-130, PAGE 76 PLAT RECORDS OF TARRANT COUNTY, TEXAS ..... PROJECT: PART 4—WATER & SANITARY`SEWER RELOCATIONS I CITY PROJ. No. 00969 , ACQUISITION AREA: 3 400 SQUARE FEET OR 0.078 ACRES ]CURTIS SMITH JOB No. KHA-1308.00 I.DRAWN BY: CTA CAD FILE'6-PE.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: DECEMBER 17, 2014 1 EXHIBIT B PAGE 1 OF 3 SCALE: 1"= 60' L=N0. 5494 TEXAS f FIRM No. 10106900 GORRONDONA & ASSOCIATES, INC. • 7524 JACK NEWELL BOULEVARD.SOUTH FORT WORTH. TX. 76118 817-496=1424 FAX'817-496=1768 .EXHIBIT B „ PARCEL No. 6—PE MATCH LINE "B I i ' LINE TABLE PERMANENT WATER AND yy I I LINE I BEARING DISTANCE PARCEL No, 6-PE--- ""•1 I I L--3 N 85'54'14"W 10.00' SANITARY SEWER EASEMENT AREA W II 3,400 SQ. FT. OR ACRES SUBJECT TRACT & 0.078 LOCATION OF EASEMENT ( I t O .,�oLOT O iT1 EXHIBIT A-11, TRACT 2 LOT B O 1 �" SOUTHERN STAR OCK E N Mpo... �M i i CONCRETE, INC. Q)� DD TO �i ig ' C.C.F. No.CONCRETE, INC. I BL COMpA �pGE D.R.T.C.T. r ,,coL 38g_i 30 J. °VOLVMg P R'T°C �C::;�C LOT A FORWARD FORT 111 WORTH_ 1 1° 'il FORWARD FORT WORTH RIPER PROJECT, LTD. Q RIVER PROJECT, LTD. C.C.F. No. D266278234 z C.C.F. No. D206278234 D.R.T.C.T. I I I D•R.T.C.T. 15.0' SANITARY SEWER EASEMENT. VOLUME 388-130, PRT.C.T. PAGE 76- ! ' i N B�U(jN ��5 yO I II r------------ _ _ It 1- + I 1 APPROXIMATE LOCATION 1 — OF FLOODWAY EASEMENT i — I L-3 I VOLUME 388-130, PAGE 76 P.0.17. I I P.R.T.C.T; I -------------------- — tt CENTERLINE OF N j ! t SANITARY SEWER ;EASEMENT D 1 40.0' EMERGENCY M� I I -- --_ ACCESS.AND UTILITY EASEMENT VOLUME 3411 , PAGE MOTH)64 VOLUME 388-130, PAGE 76 D.R.T.C.T. I P,R.T.C.T,, I I �-- I — -------- 1 Z i i 1 I � I ! I I MATCH LINE "A" NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 60 30 4 60 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE I� SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202. ALL DISTANCES AND AREAS SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375289116. SCALE IN FEET ll 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING �'m PERMANENT WATER AND SANITARY SEWER EASEMENT —..... OUT OF Al G\STE .. LOT 'C, BLOCK ONE J.W. NICHOLS COMPANY ADDITION GURUS S1v91TH I� CITY OF FORT WORTH, TARRANT COUNTY, TEXAS .•.•.... AS RECORDED IN, VOLUME 388-130, PAGE 76 { po�54g p O PLAT RECORDS OF TARRANT COUNTY, TEXAS' °,, i• PROJECT- PART 4-WATER & SANITARY SEWER RELOCATIONS I CITY PROJ._ No. 00969 s u ACQUISITION AREA- 3,400 SQUARE FEET OR 0.078 ACRES CURTIS SMITH JOB No. KHA_13mao DRAWN BY: CTA CAD FILE: 6-PE:DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE'DECEMBER 17, 2014 1 EXHIBIT B PAGE 2 OF 3 SCALE' 1" = 60'' 140. 5494 TEXAS FIRM No. 10106900' GORRONOONA,& ASSOCIATES, .INC. • 7524 JACK NEWELL BOULEVARD:SOUTH FORT WORTH, TX. 76118 817-496-1424 FAX 817-496-1768 EXHIBIT "B " PARCEL No. 6--PE _ — EqA51-1 TABLE r i LINE NG DISTANCE PARCEL No. 6-PE "°r L 1' '18"E 10.00` i LOT 11 L-2 '18"E I 50.00' I ¢ R� SUBJECT TRACT & >�}GH 5 'A A 5 LOCATION OF EASEMENT o �pH S, N°' U I--z LOT 12 LOT A-R t"~ o _ BLOC'( 1x43 I Q NOR B, SCITE LOT 13 CABIN pD, T. 06 BLOCK T2f010 o 5.0' UTILITY EASEMENT J RT F`0 tT 04 $ `}g °"� }-� VOLUME 388 130, PAGE 78 NO TOWN G P.RT.C.T. FND 1/2-"IR WITH GAP TOW 04, PA x N"62'56801"W 054" VOLUM R 'C T. ® �` L-1 -- _°- --m--- L-2 LOT 14 z LOT B z( .� `_ _i r- --------- ----__ > w ONE pDITION 9- - J t ACCESS AND UTILITY ►°° Q BLOCK]jpANY GE 76 b �p � ' VOLUME 388-130, PAGE 76 � Q 5 co 0� PA O P.R.T.C.T. +y r r I.� NI jyIE 388-.TC•T' ( r EXHIBIT START 2 LOT A u� .Q VOT' P' fF�LOT C CONCRETE, INC. TRACT III �t C.C.F. No, D203275185 TRACT 111 D.R.T C.T. FORWARD FORT WORTH FORWARD FORT WORTH" cv� C-4 1 1 a1vER PROJECT, LTD. RIVER PROJECT, LTD. d- C.C.F.PERMANENT No. 0206278234 . I J D.R.T.C.T. C.C.F. No. D206278234 o O WATER AND D.R:T:C.T. C) I I SANITARY SEWER EASEMENT AREA 15.0' SANITARY SEWER EASEMENT It 3,400 SQ. FT. OR VOLUME 388-130; PAGE 76 t 0,078 ACRES P.R.T.C.T. 1 MATCH LINE "B" NOTES; 1'. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT.. 60, .30 d GO 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83; THE NORTH CENTRAL'ZONE 4202. ALL DISTANCES AND AREAS IMIIIIIIIIIII SHOWN ARE SURFACE UTILIZING A SURFACE FACTOR OF 1.0001375288116. SCALE IN FEET RT 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102 EXHIBIT SHOWING PERMANENT WATER AND SANITARY SEWER EASEMENT d OUT OF LOT C, BLOCK ONE J.W. NICHOLS COMPANY ADDITION CURTIS SMI TH CITY OF FORT WORTH, TARRANT COUNTY, TEXAS. AS RECORDED IN 5484 VOLUME 388-1,30; PAGE 76 Y pr fl PLAT RECORDS OF TARRANT COUNTY, TEXAS' PROJECT: PART 4-WATER & SANITARY SEWER RELOCATIONS ICITY PROD. No. 00969 S 0 ACQUISITION AREA: 3,400 SQUARE FEET OR 0.078 ACRES CURTIS SMITH JOB No: KHA_1308.00 DRAWN BY: CTA GAD FILE 6-PE.DWG __ REGISTERED PROFESSIONAL LAND'SURVEYOR DATE:'DECEMBER 17, 2014 EXHIBIT 6 PAGE 3 OF-3 ISCA LE = 60" N0. 5494 TEXAS FIRM No:,10106900 GORRONDONA.k ASSOCIATES, INC. • 7524 JACK NEWELL BOULEVARD SOUTH FORT WORTH, TX. 76118 817-496-1424 FAX'817-496-1768 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 GEOTECHNICAL ENGINEERING REPORT TRV CHANNEL SEGMENT UTILITY RELOCATIONS PART 04 SEGMENT 6 FORT WORTH, TEXAS GEOTECHNICAL ENGINEERING REPORT TRV CHANNEL SEGMENT UTILITY RELOCATIONS PART 04 SEGMENT B Fort Worth,Texas Prepared by: 3 3 {aff t Gorrondona &Associates, Inc. Prepared for: Kimley-Horn &Associates, Inc. 801 Cherry Street, Unit 11,Suite 950 Fort Worth,Texas 76102 Attention: Mr.Josh Kercho, P.E. November 21, 2014 G&AI Project No. 13-0446 GORRONDONA&ASSOCIATES,INC.-TEXAS ENGINEERING FIRM REGISTRATION NO.F-7933 f Go><1 ondona c& Associates, Inc f November 21, 2014 Josh Kercho, P.E. Project Manager Kimley-Horn &Associates, Inc. 801 Cherry Street, Unit 11, Suite 950, Fort Worth, Texas 76102 Re: GEOTECHNICAL ENGINEERING REPORT TRV Channel Segment Utility Relocations Part 04 Segment B Fort Worth,Texas G&AI Project No. 13-0446 Dear Mr. Kercho: Gorrondona & Associates, Inc. (G&AI) is pleased to submit this Geotechnical Engineering Report for the above-referenced project. This investigation was performed in accordance with our approved contract which was authorized by the Kimley-Horn IPO No. 061018052-21, dated September 16, 2013. We appreciate the opportunity to work with you on this project. Please contact us if you have any questions or require additional services. Respectfully submitted, Lee Gurecky, E.I.T. 2014.11.21 10:45:07 -06'00' Lee Gurecky, E.I.T. Project Engineer ,P>0tw® ¢�Vt...or r�r��,+ Vivek Chikyala, P.E. ;:!'� *� 2014.11.21 13:49:34-06'00' � ` �°7g,..!AUK Vivekananda "Vivek" Chikyala, P.E. ` Senior Project Engineer 7524 Jack Newell Blvd.South • Fort Worth,Texas 76118• 817.496.1424• Fax 817.496.1768 Gorrondona&Associates, Inc.—Texas Engineering Firm Registration No.F-7933 TABLE OF CONTENTS Page 1.0 Introduction .................................................................................................................... 1 2.0 Field Investigation........................................................................................................... 2 3.0 Laboratory Testing..........................................................................................................4 4.0 Site Conditions................................................................................................................ 5 4.1 General........................................................................................................................ 5 4.2 Geology....................................................................................................................... 5 4.3 Soil/Rock...................................................................................................................... 6 4.4 Groundwater............................................................................................................... 7 5.0 Analysis and Recommendations..................................................................................... 8 5.1 Seismic Site Classification ........................................................................................... 8 5.2 Construction Excavations............................................................................................ 8 5.3 Pipeline Installations................................................................................................... 9 5.4 Groundwater Control.................................................................................................. 9 5.5 Earthwork.................................................................................................................. 10 5.5.1 Site Preparation ................................................................................................. 10 5.5.2 Wet Weather/Soft Subgrade ............................................................................. 10 5.5.3 Testing................................................................................................................ 10 5.6 Demolition Considerations ....................................................................................... 11 5.7 Loading on Buried Structures.................................................................................... 11 r5.8 Buried Pipe................................................................................................................ 12 5.9 Tunneling................................................................................................................... 13 5.10 Underground Vault ................................................................................................... 14 6.0 General Comments ....................................................................................................... 14 APPENDICES Appendix A- Project Location Diagrams Appendix B- Boring Location Diagram Appendix C- Boring Logs and Laboratory Results Appendix D-Aerial Photographs Appendix E- USGS Topographic Map Appendix F-Site Photographs Appendix G -Geologic Information Appendix H - Unified Soil Classification System GEOTECHNICAL ENGINEERING REPORT TRV CHANNEL SEGMENT UTILITY RELOCATIONS PART 04 SEGMENT B Fort Worth,Texas 1.0 INTRODUCTION Project Location: The proposed sanitary line relocations are in the vicinity of the West Fork Trinity River, North Henderson (Jacksboro Highway) and North Houston Street near Downtown Fort Worth, Texas. The general location and orientation of the site are provided in Appendix A- Project Location Diagrams. Proiect Description: The subject utilities comprise of proposed 24-inch sanitary sewer line relocation. The City of Fort Worth and Trinity River Vision Authority plan substantial changes and improvements to the flow of the Trinity River on the north side of Downtown, as part of the Central City project. These proposed sanitary sewer relocations, either by open cut pipeline installation, trenchless installation (thrust bore), and associated underground vault construction comprise the subject of this report. New lines proposed for Part 4 segment B comprise 24-inch diameter fiberglass sanitary sewer pipe in trench with a central section beneath a levee which will be encased with a 36- inch diameter trenchless construction steel pipe. Project Authorization: This geotechnical investigation was authorized by Mr. Josh Kercho, P.E. with Kimley-Horn and Associates, Inc. in accordance with your IPO No. 061018052-21, dated September 16, 2013 and the G&AI Proposal Nos. P13-0472 & P13-0473, Rev. 2 dated September 16, 2013. Purpose and Methodology: The principal purposes of this investigation were to evaluate the general soil conditions at the proposed site and to develop geotechnical engineering design recommendations. To accomplish its intended purposes, the study was conducted in the following phases: (1) drill sample borings to evaluate the soil conditions at the boring locations and to obtain soil samples; (2) conduct laboratory tests on selected samples recovered from the borings to establish the pertinent engineering characteristics of the soils; and (3) perform engineering analyses, using field and laboratory data, to develop design criteria. Scope of Work:The items included in this study report are as follows: 1. Boring logs and test data, 2. Groundwater conditions, 3. Generalized subsurface conditions, 4. Utility vault foundation recommendations, G&AI Project No.13-0446 Page 1 5. Pipe installation recommendations including bedding and backfill, 6. Open cut and/or bore and jack pipe geotechnical recommendations, and 7. Structural fill requirements and general earthwork recommendations. Cautionary Statement Regarding Use of this Report: As with any geotechnical engineering report, this report presents technical information and provides detailed technical recommendations for civil and structural engineering design and construction purposes. G&AI, by necessity, has assumed the user of this document possesses the technical acumen to understand and properly utilize information and recommendations provided herein. G&AI strives to be clear in its presentation and, like the user, does not want potentially detrimental misinterpretation or misunderstanding of this report. Therefore, we encourage any user of this report with questions regarding its content to contact G&AI for clarification. Clarification will be provided verbally and/or issued by G&AI in the form of a report addendum, as appropriate. Report Specificity: This report was prepared to meet the specific needs of the client for the specific project identified. Recommendations contained herein should not be applied to any other project at this site by the client or anyone else without the explicit approval of G&AI. 2.0 FIELD INVESTIGATION Subsurface Investigation: The subsurface investigation for this project is summarized below. Boring locations are provided in Appendix B- Boring Location Diagram. Surface Boring Elevation Depth, Nos.; Above feet tags Date Drilled., General Description Location' (feet}, 131-1-4.1 526.0 55 10/1/2013 Along Part 04 Segment B Northing:6964788.132 Fasting:2323325.859 BH-4.2 527.5 20 10/1/2013 Along Part 04 Segment B Northing:6964812.348 Easting:2323485.292 131-1-4.3 533.9 25 10/10/2013 Along Part 04 Segment B Northing:6964920.855 Easting:2323771.707 131-1-4.4 533.9 25 10/10/2013 Along Part 04 Segment B Northing:6965209.184 Easting:2323932.473 131-1-4.5 535.1 25 10/10/2013 Along Part 04 Segment B Northing:6965273.876 Easting:2323949.646 Notes: 1. bgs=below ground surface 2. msl =mean sea level 3. NAD83 Texas State Plane Surface coordinates G&AI Project No.13-0446 Page 2 Boring Logs: Subsurface conditions were defined using the sample borings. Boring logs generated during this study are included in Appendix C- Boring Logs and Laboratory Results. Borings were advanced between sample intervals using continuous flight auger drilling procedures. Cohesive Soil Sampling: Cohesive soil samples were generally obtained using Shelby tube samplers in accordance with American Society for Testing and Materials (ASTM) D1587. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the undisturbed soils by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency using a hand penetrometer, sealed and packaged to maintain "in situ" moisture content. Consistency of Cohesive Soils: The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the undisturbed sample at a constant rate to a depth of 0.25-inch. The results of these tests are tabulated at the respective sample depths on the boring logs. When the capacity of the penetrometer is exceeded,the value is tabulated as 4.5+. Granular Soil Sampling: Granular soil samples were generally obtained using split-barrel sampling procedures in general accordance with ASTM D1586. In the split-barrel procedure, a disturbed sample is obtained in a standard 2-inch outside diameter (OD) split barrel sampling spoon driven 18-inches into the ground using a 140-pound (lb) hammer falling freely 30 inches. The number of blows for the last 12-inches of a standard 18-inch penetration is recorded as the Standard Penetration Test resistance (N-value). The N-values are recorded on the boring logs at the depth of sampling. Samples were sealed and returned to our laboratory for further examination and testing. Texas Cone Penetration (TCP): Texas Cone Penetrometer tests were used to assess the apparent in-place strength characteristics of the rock type materials. In the TCP test procedure, a 3-inch outside diameter (OD) steel cone is driven by a 170-pound hammer dropped 24 inches (340 ft.-pounds of energy). The number of blows of the hammer required to provide 12 inches of penetration, or the inches of penetration of the cone measured at 100 blows of the hammer (whichever occurs first) are recorded on the field logs (reference: TxDOT, Bridge Design Manual). Rock Coring: Rock cores were generally obtained using core barrel sampling procedures in general accordance with ASTM D2113. In the core barrel procedure, a sample is obtained using a rotating hollow steel tube equipped with a coring bit. Groundwater Observations: Groundwater observations made during the advancement of each boring, at the completion of each boring and from piezometers installed in most of the borings are shown on the boring logs. i G&AI Project No.13-0446 Page 3 Borehole Plugging: Upon completion of the borings, the boreholes were backfilled from the top using cementitious grout, bentonite pellets and/or piezometer installation with sand, filter and/or plugged at the surface. 3.0 LABORATORY TESTING G&AI performs visual classification and any of a number of laboratory tests, as appropriate, to define pertinent engineering characteristics of the soils encountered. Tests are performed in general accordance with ASTM or other standards and the results included at the respective sample depths on the boring logs or separately tabulated, as appropriate, and included in Appendix C- Boring Logs and Laboratory Results. Laboratory tests and procedures utilized, as appropriate, for this geotechnical investigation are tabulated below. Test;Procedure Description ASTM D421 Standard Practice for Dry Preparation of Soil Samples for Particle-Size Analysis and Determination of Soil Constants ASTM D422 Standard Test Method for Particle-Size Analysis of Soils ASTM D1140 Standard Test Methods for Amount of Material in Soils Finer than the No.200(75-µm) Sieve ASTM D2166 Standard Test Method for Unconfined Compressive Strength of Cohesive Soil ASTM D2216 Standard Test Method for Laboratory Determination of Water(Moisture)Content of Soil and Rock by Mass ASTM D2217 Standard Practice for Wet Preparation of Soil Samples for Particle-Size Analysis and Determination of Soil Constants ASTM D2487 Standard Classification of Soils for Engineering Purposes(Unified Soil Classification System) ASTM D4220 Standard Practices for Preserving and Transporting Soil Samples ASTM D4318 Standard Test Methods for Liquid Limit, Plastic Limit and Plasticity Index of Soils ASTM D4546 Standard Test Methods for One-Dimensional Swell or Settlement Potential of Cohesive Soils ASTM D4643 Standard Test Method for Determination of Water(Moisture)Content of Soil by the Microwave Oven Method ASTM D 4644 Standard Test Method for Slake Durability of Shale and Similar Weak Rocks ASTM D7625 Laboratory Determination of Abrasiveness of Rock Using the CERCHAR Method Manufacturer's Soil Strength Determination Using a Torvane Instructions G&AI Project No.13-0446 Page 4 4.0 SITE CONDITIONS 4.1 General Review of Aerial Photographs: Historical aerial photographs of the site were reviewed for potential past alterations to the site which could impact geotechnical design conditions. Specifically, aerial photographs were reviewed to visually assess obvious areas of significant past fill on site. Aerial photographs were reviewed for the years 2013, 2011, 2009, 2007, 2003, 2002 and 1995. Reviewed aerial photographs are included in Appendix D - Aerial Photographs. Aerial photographs indicate the site was developed since at least 1995. Running/Biking trails were noted on the site since at least 1995. Due to development of the site and construction of trails, we would expect disturbance of site soils. Our review revealed no obvious areas of significant cut or fill on-site, with the exception of the existing levees. Due to the intermittent nature and relatively low resolution of aerial photographs, as well as our lack of detailed information regarding the past land use of the site, our review should not be interpreted as eliminating the possibility of cuts and/or fills on site which could detrimentally affect future construction. Topography: A United States Geological Survey (USGS) topographic map of the site is provided in Appendix E - USGS Topographic Map. The map indicates notwithstanding the constructed levees and the course of the river channel the site generally slopes towards the south. Site Photographs: Photographs representative of the site at the time of this investigation are provided in Appendix F-Site Photographs. 4.2 Geology Geologic Formation: The project site lies in the area of alluvium and terrace deposits (associated with the river) underlain by Fort Worth Limestone and Duck Creek Formation, undivided. A Geologic Atlas with USGS formation description is provided in Appendix G - Geologic Information. The alluvium and terrace deposits consist of predominantly sand, silts, gravel and clay. The Fort Worth Limestone consists of limestone and clay and the Duck Creek formation consists of limestone and marl. Geologic Faults: A geologic fault study was beyond the scope of this investigation. G&AI Project No. 13-0446 Page 5 4.3 Soil/Rock Stratigraphy: Descriptions of the various strata and their approximate depths and thickness per the Unified Soil Classification System (USCS) are provided on the boring logs included in Appendix C - Boring Logs and Laboratory Results. Terms and symbols used in the USCS are presented in Appendix H - Unified Soil Classification System. A brief summary of the stratigraphy indicated by the borings is provided below. Generalized Subsurface Conditions Along Part 04'Segment B (Borings BH-4.1 to BH-4.5) Nominal Depth,feet bgs (Except as Noted) General Detailed Description of Top of Bottom of Description Soils/Materials Encountered Layer Layer, 0 8 to 18 LEAN CLAY Soft to hard SANDY LEAN CLAY(CL)/LEAN CLAY WITH CLAYEY SAND SAND(CL)and very loose to very dense CLAYEY SAND (SC). 8 to 18 11 to 25 SAND Very loose to very dense CLAYEY SAND(SC)and very loose to very dense POORLY-GRADED SAND(SP)with gravel. 11 to 25 15 to 30 WEATHERED Soft tan and gray WEATHERED LIMESTONE. LI M STONE 15 to 30 55 LIMESTONE Hard gray LIMESTONE. Note: Boring Termination Depth=20 to 55 feet bgs. Swell Potential based on Atterberg Limits: Atterberg (plastic and liquid) limits were performed on 8 soil samples obtained at depths between 2- and 10-feet bgs. The plasticity index of the samples was between 15 and 30 with an average of 21 indicating that the soils have a moderate to high potential for shrinking and swelling with changes in soil moisture content. Swell Tests: Swell tests were performed on selected clay soil samples. The results of the tests are summarized below. Boring Avg.; Moisture liquid Plasticity Applied Swell No. Depth, w, Limit, LL Index,PI Overburden (%) (ft.) % Stress(psi) BH-4.1 7 32 46 30 6.7 0.00 BH-4.2 7 11 39 25 6.7 2.65 BH-4.3 3 10 37 22 2.6 6.24 BH-4.4 7 14 38 25 6.7 0.00 BH-4.5 5 10 34 16 4.7 1.40 G&AI Project No. 13-0446 Page 6 Unconfined Compressive Strength of Rock: Unconfined compressive strength tests were performed on selected limestone samples and are summarized below. Rock,Sample CompressiveStrength Result's Boring No. Depth lnt4val(feet bgs) Compressive Strength(tsf) BH-4.1 30-32 138.7 BH-4.2 15-20 28.0 BH-4.4 20-25 144.4 BH-4.5 20-25 112.9 CERCHAR Test Results. CERCHAR testing was performed on selected rock samples. Results of the abrasiveness of rock using the CERCHAR Method by ASTM D 7625 are included in the following table. Test reports are included in Appendix C — Boring Logs and Laboratory Results. 'CERCHAR Test Results Boring Depth,(ft) Average CECHAR Abrasive CAI Classification Location index(CAI) BH-4.1 30-30.5 0.48 Very low Abrasiveness BH-4.1 49-50 0.98 Low Abrasiveness Slake Durability Test Results. Slake durability testing was performed on selected rock samples. Results of the Slake durability tests using ASTM D 4644 are summarized in the following table. Test reports are included in Appendix C — Boring Logs and Laboratory Results. Slake Durability Test Results Boring Depth,(ft) Slake Durability. WaterTemp Natural Water Description of Location Index,(%) Average(°C) Content,(%) Fragments* BH-4.1 30-30.5 93.0 20 5.0 Type II BH-4.1 49-50 98.3 20 3.5 Type II *Note: Type II—Retained materials consist of large and small fragments. 4.4 Groundwater The borings were advanced using auger drilling and intermittent sampling methods in order to observe groundwater seepage levels. Groundwater levels encountered in the borings during this investigation are identified below. Piezometers were installed at various boring locations along the proposed utility relocation. G&AI Project No. 13-0446 Page 7 Boring No. _ pepth Gtoundwaterinitially Groundwatur_I�epth 24,HoursAfterthe ncountere' (feat,bgs) Initial Reading(feet;bgsj BH-4.1 10.0 11.3 BH-4.2 Not Encountered 9.7 BH-4.3 Not Encountered Not Encountered BH-4.4 Not Encountered 12.6 BH-4.5 Not Encountered 13.2 Groundwater Fluctuations: Future construction activities may alter the surface and subsurface drainage characteristics of this site. It is difficult to accurately predict the magnitude of subsurface water fluctuations that might occur based upon short-term observations. Even so, the groundwater level should be expected to fluctuate throughout the years with variations in precipitation and associated rises and falls in the water level of the river. 5.0 ANALYSIS AND RECOMMENDATIONS 5.1 Seismic Site Classification The seismic site classification is based on the 2012 International Building Code (IBC) and is a classification of the site based on the type of soils encountered at the site and their engineering properties. Per Table 20.3-1 of ASCE 7-10, the seismic site classification for this site is C. 5.2 Construction Excavations Applicability: Recommendations in this section apply to short-term construction-related excavations for this project. Sloped Excavations: All sloped short-term construction excavations on-site should be designed in accordance with Occupational Safety and Health Administration (OSHA) excavation standards. Borings from this investigation indicated that the soils may be classified per OSHA regulations as Type B from the ground surface to a depth of 10-feet bgs. Short-term construction excavations may be constructed to a depth of 10-feet bgs with a maximum side slope of 1H:1V, horizontal to vertical. Trench excavation sections installed in open-cut will be deeper than 10-feet for the most part. We request that we have the opportunity to review the proposed excavation and side support procedures for these excavations. Recommendations provided herein are not valid for any long-term or permanent slopes on-site. G&AI Project No. 13-0446 Page 8 Attachment A(cont'd): Laboratory Review Checklist: Exception Reports Laboratory Name: XENCO Laboratories LRC Date: 12/09113 Project Name: --- Laboratory Job Number: 475073 Reviewer Name: MOT Batch Number(s): 647806,647821,647863,929047,647822 ER# i DESCRIPTION 1 SW8260B Batch 929066,Chloroform recovered above QC limits in the Matrix Spike and Matrix Spike Duplicate. Samples affected are:475073-008. The Laboratory Control Sample for Chloroform is within laboratory Control Limits 2 SW8260B Batch 929066,1,2,3-Trichlorobenzene,Naphthalene RPD was outside QC limits. Samples affected are:475073-008 1 ER#=Exception Report identification number(an Exception Report should be completed for an item if"NR"or"No is checked on the LRC). A4 GC-6.06.1) Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH TRV—Part d—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 l ATTACHMENT 1A Page 1 of 4 FORT FORTH City of Fort Worth r ' Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime PROJECT NAME: M/W/DBE NON-M/W/DBE BID DATE City's M/WBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being,considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a 'formal agreement with the M/WBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. Identify_each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1s`tier, a;payment by a subcontractor to its supplier is considered 2"d tier ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise(DBE) is synonymous with Minority/Women Business Enterprise(M/WBE). If hauling services are utilized, the prime will be given credit as long as the M/WBE listed''owns and operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another M/WBE firm, including M/WBE owner-operators, and receive full M/WBE credit. The M/WBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the fees and commissions earned by M/WBE as outlined in the lease agreement. Rev.5/30/03 i ATTACHMENT 1A FORT WORTH Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority,Women and non-M/WBEs. Please list M/WBE firms first, use additional sheets if necessary. Certification N (check one) SUBCONTRACTOR/SUPPLIER T n'' Company Name i N T Detail Detail Address I M W C X M'! Subcontracting Work Supplies Purchased Dollar Amount r B B T D W Telephone/Fax R O B E E C T 'E A Rev.5/30/03 i ATTACHMENT 1A FORT WORTH Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority,Women and non-M/WBEs. Please list M/WBE firms first, use additional sheets if necessary. Certification N ° SUBCONTRACTOR/SUPPLIER T (check one) n Company Name i N T Detail Detail Address e M W C X M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B B T D E E R O :8 C T E A Rev.5/30103 ATTACHMENT 1A FORT WORTH Page 4 of 4 Total Dollar Amount of M/WBE Subcontractors/Suppliers $ Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval' of the Minority and Women Business Enterprise Office Manager' or designee through the submittal of a Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a.detailed explanation of how the requested change/addition or deletion will affect the committed M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact Name/Title(if different) Company Name Telephone and/or Fax Address E-mail Address City/State/Zip Date Rev.5/30/03 ATTACHMENT 1B FORT WORTH Page 1 of 1 City of Fort Worth Prime Contractor Waiver Form PRIME COMPANY NAME: Check applicable block to describe rime PROJECT NAME: M/W/DBE NON-M/W/DBE BID DATE City's M/WBE Project Goal: PROJECT NUMBER If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Managing Department on or before 5:00 p.m.,five(5)City business days'after bid opening,exclusive of the bid opening date,will result in the bid being"considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project,this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project,this is your normal business practice and provide an inventory profile of your business. NO The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including M/WBE(s) on this contract, the payment therefore and any proposed changes to the original M/WBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the M/WBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three(3)years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one(1)year. Authorized Signature Printed Signature Title Contact Name(if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Rev.5/30/03 ATTACHMENT 1C Page 1 of 3 FORT WORTH City of Fort Worth Good Faith Effort Form PRIME COMPANY NAME: Check applicable block to describe prime PROJECT NAME: MAN/DBE NON-MM//DBE BID DATE City's MNVBE Project Goal: PROJECT NUMBER % If you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or if your DBE participation is less than the City's project goal,you must complete this form. If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. Failure to complete this form, in its entirety_ with supporting documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,will result in the bid being considered non-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity] for the completion of this project, regardless of whether it is to be provided by a M/WBE or non-M/WBE. (DO NOT LIST NAMES OF FIRMS) On Combined Projects, list each subcontracting and or supplier opportunity through the 2 tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities t' Rev.05 130/03 ATTACHMENT 1C Page 2 of 3 2.) Obtain a current(not more than three(3) months old from the bid open date) list of M/WBE subcontractors and/or suppliers from the City's M/WBE Office. Yes Date of Listing No 3.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Yes (if yes,attach M/WBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes (If yes,attach list to include name of M/WBE firm, ep rson contacted,phone number and date and time of contact.) No NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is Used, ;attach' the fax confirmation, which is to provide M/WBE name, date, time, fax number and documentation faxed. NOTE: If,the list of M/WBEs for a'particular subcontracting/supplier opportunity is ten'(10) or less, the bidder must contact the entire list to be in compliance with questions 3 and* If the list of MMBEs for a particular subcontracting/supplier opportunity is ten (10) or more, the bidder must contact at least two thirds (213) of the list within' such area of opportunity,'but not less than ten to be in compliance with questions 3 and 4. 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of plans and specifications in order to assist the M/WBEs? Yes No 6.) Submit documentation if M/WBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the M/WBE was rejected and any supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the bidder will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. Please use additional sheets,if necessary,and attach. Company Name Telephone Contact Person Scope of Work Reason for Rejection Rev.05/30/03 ATTACHMENT 1C Page 3 of 3 ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain M/WBE participation on this project. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the M/WBE(s) listed was/were contacted in good faith. It is understood that any M/WBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. Authorized Signature Printed Signature Title Contact Name and Title (if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Rev.05/30/03 Joint Venture Page 1 of 3 FORT WORTH CITY OF FORT WORTH Joint Venture Eligibility Form All questions must be answered,use"NA"if applicable- Name of City project: A joint venture form must be completed on each project RFP/Bid/Purchasing Number: 1.Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture M/VVBE firm Non-MAYBE name: firm name: Business Address: Business Address: City,State,Zip: City,State,Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the M/WBE: Describe the scope of work of the non-NMBE: Rev.5/30/03 Joint Venture Page 2 of 3 3. What is the percentage of M/WBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4.Attach a copy of the joint venture agreement. 5.List components of ownership of joint venture: (Do not co,nplete if this information is described in joint ventm-e agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6.Identify by name,race,sex and firm those individuals(with titles)who are responsible for the day-to-day management and decision malting of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating ----------------------------------------------- b. Marketing and Sales ----------------------------------------------- c. Hiring and Firing of management personnel ----------------------------------------------- d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the M/WBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's M/WBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's M/WBE Ordinance. Rev.5/30/03 Joint Venture Page 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore,the undersigned shall agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits,interviews with owners and examination of the books,records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. - ---------------------------------------- -- -- ------------------------------------------------------------------------------------------------ Name of M/WBE firm Name of non-M/WBE firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of County of On this day of ,20 ,before me appeared and to me personally known and who, being duly sworn,did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (seat) Rev.5/30/03 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher,Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator,Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator,50,000 pounds or less $ 17.19 Excavator Operator,Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter,Structures $ 13.84 Form Setter,Paving&Curb $ 13.16 Foundation Drill Operator,Crawler Mounted $ 17.99 Foundation Drill Operator,Truck Mounted $ 21.07 Front End Loader Operator,3 CY or Less $ 13.69 Front End Loader Operator,Over 3 CY $ 14.72 Laborer,Common $ 10.72 Laborer,Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator,Fine Grade $ 17.19 Motor Grader Operator,Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator,Asphalt $ 13.08 Roller Operator,Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy-float $ 16.24 Truck Driver Tra nsit-Mix $ 14.14 Truck Driver,Single Axle $ 12.31 Truck Driver,Single or Tandem Axle Dump Truck $ 12.62 Truck Driver,Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas'Standard Job Classifications and Descriptions for Highway, Heavy,Utilities,and Industrial Construction in Texas. Page 1 of 1 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 13.67 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 12.70 Bricklayer/Stone Mason $ 19.45 Bricklayer/Stone Mason Trainee $ 13.31 Bricklayer/Stone Mason Helper $ 10.91 Carpenter $ 17.75 Carpenter Helper $ 14.32 Concrete Cutter/Sawer $ 17.00 Concrete Cutter/Sawer Helper $ 11.00 Concrete Finisher $ 15.77 Concrete Finisher Helper $ 11.00 Concrete Form Builder $ 15.27 Concrete Form Builder Helper $ 11.00 Drywall Mechanic $ 15.36 Drywall Helper $ 12.54 Drywall Taper $ 15.00 Drywall Taper Helper $ 11.50 Electrician(Journeyman) $ 19.63 Electrician Apprentice(Helper) $ 15.64 Electronic Technician $ 20.00 Floor Layer $ 18.00 Floor Layer Helper $ 10.00 Glazier $ 21.03 Glazier Helper $ 12.81 Insulator $ 16.59 Insulator Helper $ 11.21 Laborer Common $ 10.89 Laborer Skilled $ 14.15 Lather $ 12.99 Metal Building Assembler $ 16.00 Metal Building Assembler Helper $ 12.00 Metal Installer(Miscellaneous) $ 13.00 Metal Installer Helper(Miscellaneous) $ 11.00 Metal Stud Framer $ 16.12 Metal Stud Framer Helper $ 12.54 Painter $ 16.44 Painter Helper $ 9.98 Pipefitter $ 21.22 Pipefitter Helper $ 15.39 Plasterer $ 16.17 Plasterer Helper $ 12.85 Plumber $ 21.98 Plumber Helper $ 15.85 Reinforcing Steel Setter $ 12.87 Page 1 of 2 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 Sprinkler System Installer $ 19.17 Sprinkler System Installer Helper $ 14.15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Waterproofer $ 15.00 Equipment Operators Concrete Pump $ 18.50 Crane,Clamsheel,Backhoe, Derrick, D'Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Welder $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry(Fall 2012)Independently compiled by the Lane Gorman Trubitt,PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's(The Construction Association)website. www.texoassociation.org/Chapter/wagerates.asp Page 2 of 2 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 THIS PAGE TO BE REPLACED WITH FWWR ACCESS LICENSE CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 THIS PAGE TO BE REPLACED WITH USACE CONSTRUCTION APPROVAL LETTER CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 Doe.No. 5-4100 • Engineering and Construction Page No 1 of 13 ; ,'. issue Date 06-01-2012 A u,��, -____ pjp1 °'�"° ��'�'"° Third-Party Encroachment �( M 113 S .1" 12 E AM Rev.No. 4 (Draft A) Rev.Date 08-08-2014 Copyright O 2014 by Access Midstream Partners, L.P. All rights reserved. Access Midstream and the Access Midstream logo are trademarks owned by or licensed to Access Midstream Partners,L.P.All other product or company names that may be mentioned in this publication are trade names, trademarks or registered trademarks of their respective owners. Access Midstream Partners makes no claim to ownership of those marks. 1 Purpose This Access Midstream (Access) standard provides the minimum requirements for encroaching entities, private individuals, or any other utility whose assets are encroaching (or plan to encroach) on an existing Access easement. 2 Scope and Applicability The primary concerns when activities are taking place near an Access pipeline include: • Public safety • Environment • Integrity of pipeline facilities All activities performed within an Access right-of-way are subject to a formal review by Access. Depending on the scope of the project and its impact on Access pipeline facilities, additional engineering requirements and protective measures may apply. The following requirements comply with regulations set forth by United States Department of Transportation, all applicable regulatory authorities, Safety Regulations, 49 CFR, Parts 192 and 195. Note. The transmittal or receipt of this standard does not constitute Access' approval or per- mission for the encroaching entity to begin construction or work within or across the pipeline right-of-way. Work may not commence until written authorization approving such work has been issued by Access. 3 References Available from the Access Reference Library • Encroachment Agreement(F-701) • Encroachment Report(F-214) • Exposed Pipe Inspection and Remedial Action Report(F-212) • Letter of No Objection (F-703) • Parallel Construction Agreement(F-705) • Parallel Pipeline Construction Standard(S-5022) E • Piping Design—Steel Standard(S-5820) • Reimbursement and/or Relocation Agreement(F-704) • Trenching and Excavation Standard(S-5010) Doc.NO 5-4100 Engineering and Construction Page"o 2 of 13 Issue Date 06-01-2012 M DST RE AM Third-Party Encroachment Rev.No. 4 Draft A) Rev.Date 08-08-2014 Industry Regulations, References, and Standards • 29 CFR 1926 Occupational Safety and Health Construction Industry Requirements ® American Public Works Association (APWA) Uniform Color Code—www.apwa.net ® The INGAA Foundation, Inc. Guidelines for Parallel Construction of Pipelines F-2008-05 4 Definitions Encroachment The authorized or unauthorized use of land, whether temporary or permanent, within an Access easement. Tolerance Zone Half the nominal diameter of the underground pipeline plus a minimum of 18 inches on either side of the outside edge of the underground pipeline on a horizontal plane. 5 Notification Upon notification by an encroaching entity (for example, a utility or private individual) whose assets encroach (or plan to encroach) on an existing Access or affiliated Access entity's easement, an Access representative shall contact the Access Encroachment Department at 1- 855-245-2300 Mon-Fri, 8:00 am to 5:00 pm CDT, or at Encroachment @accessmidstream.com. If excavation is expected, a One Call notification is required at least 48 to 72 hours before construction as specified in each state's One Call system. An Access representative will be on site prior to all surface and subsurface excavation activities within the Access easement. Failure to have an Access representative present at the time of excavation will result in the re- excavation at the encroaching entity's expense to provide Access an opportunity to inspect all affected pipelines and facilities. Note. All states where Access operates have One Call laws which require excavators to pro- vide 48 to 72 hours notice before excavation commences. 6 Planned Encroachment Activity Prior to an encroachment, the encroaching entity must provide Access the following Encroachment Plan for review: A. If applicable, a copy of the recorded plat of the property is needed. B. A certified survey or site plan is required identifying the centerline of the Access easement in relation to all encroachments. If relocation of Access pipelines or facilities is being r Doc.No. S-4100 Page No. 3 Of 13 Engineering and Construction At"100% SC Issue Date u�� n 06-01-2012 Third-Party Encroachment R A H Rev.No. 4 (Draft A) Rev.Date 08-08-2014 requested, the proposed relocation of the pipeline must be illustrated in a plan or profile drawing. C. A comprehensive list of all encroachments, improvements, and construction requirements that will affect the operation and maintenance of Access pipelines or facilities is required. Once the encroachment plan is reviewed, the Access Encroachment Department will issue the appropriate documentation to be executed by the encroaching entity. Construction and excavation may not take place without an executed Encroachment Agreement(F-701), Parallel Construction Agreement(F-705), Reimbursement and/or Relocation Agreement(F-704), Letter of No Objection (F-703) or Encroachment Notification (F-702), issued by the Access Encroachment Department if applicable. 7 As-Built Drawings Once a permanent encroachment has occurred the encroaching entity must provide Access with updated as-built construction drawings documenting the encroachment in relationship to Access pipelines and facilities. The encroaching entity shall provide an as-built drawing with the following: • Spatial location of welds (X,Y, Z), if applicable • Outside diameter (OD) of the foreign pipeline, if applicable • Depth of cover of the foreign pipeline or utility • Vertical clearance of the foreign pipeline or utility from the Access pipeline The as-built drawing should be submitted in both print (pdf) and electronic (.dwg) format. Moreover, the as-built data used to create the as-built survey should be provided to Access. 8 Excavation and Construction Requirements An Access representative will be on site prior to and during all surface and subsurface excavation activities within the Access right-of-way. Failure to have an Access representative present at the time of excavation will result in re-excavation at the encroaching entity's expense to provide Access an opportunity to inspect all affected pipelines and facilities. Line Locate Activity Report (F-750) will be filled out by an Access representative at the time of commencing work and sent to Encroachment @accessmidstream.com. The encroaching entity shall ensure all excavation work complies with OSHA's excavation standards outlined in 29 CFR 1926 and shall also follow the requirements within the Trenching and Excavation Standard (S- 5010). Doc,No. S-4100 Engineering and Construction Page No. 4 of 13 Issue Date 06-01-2012 nim ,, tiivi Third-Party Encroachment Rev.No. 4 (Draft A) Rev.Date 08-08-2014 A. White-Lining The encroaching entity must conduct "white-lining" of any proposed excavation areas. Access will erect temporary pipeline markers or yellow flags to identify the location of the Access pipeline within the work area. B. Line Locating An Access representative must locate the Access pipeline and determine the depth of cover before the encroaching entity begins excavation. The encroaching entity is responsi- ble for daylighting (potholing) to verify depth, if required. The encroaching entity shall not perform any excavation, crossing, backfilling, or construc- tion operations until an Access representative has reviewed the proposed work on site and given approval for work to proceed. The encroaching entity shall contact Access for re-marking of a pipeline if the existing markers are inadequate for any reason, including disturbance due to construction activi- ties. Note. Federal law prohibits the removal of pipeline markers. C. Mechanical Excavation No equipment shall work directly over an Access pipeline and mechanical excavation shall not occur within 24 inches of Access pipelines or facilities. However, if local codes require additional clearance in excess of 24 inches, or within the tolerance zone as directed by Access representative, these requirements shall be met. All excavation within 24 inches of Access pipelines or facilities shall be done by hydraulic vacuuming or hand excavation. Backhoe teeth shall be barred or a rubber bucket shall be used when excavating around Access pipelines. D. Exposed Pipe If an Access pipeline is exposed during encroachment activity, Access must review to determine the maximum unsupported exposed length and will determine the most effective method for supporting the exposed pipe. The Exposed Pipe Inspection and Remedial Action Report (F-212) must be completed by an Access representative at the time of exposure and submitted to the Pipeline Risk and Integrity (PR&I) Group. E. Temporary Fencing The encroaching entity shall install temporary fencing to prevent excavation equipment from crossing over an Access pipeline at locations other than those established as a tem- porary roadway. F. Ground Vibrations Construction activities within an Access easement that create ground vibrations, such as pile driving, soil compaction, jack hammering, etc., shall be approved by Access prior to commencing work. Doe.No S-4100 Page No. 5 Of 13 d^ Engineering and Construction { Issue Date ��' �`-`�°- 06-01-2012 °I��""°'°'�� '" `"� Third-Party Encroachment DST [R EA A M Rev."o. 4 (Draft A) Rev.Date 08-08-2014 G. Backfilling Prior to backfill, Access shall inspect their exposed pipe to ensure that no additional coat- ing, CP repairs, or other changes are required. Backfill and compaction shall be performed in the presence of an Access representative. At least 12 inches of fine, loose earth or sand with no sharp gravel, rock, hard clods, vegetation, or other debris shall be placed on all sides of the Access pipeline. The remaining backfill shall be placed so as not to disturb this padding material or damage the pipeline. The disturbed ground shall be compacted to the same degree of compaction as the surrounding areas. Note. Reference the Lowering in and backfilling Standard(S-5012). H. Final Grading Final grading over an Access pipeline shall provide the original depth of cover. Any changes to the original grade require Access approval. I. Soil Stability Excavation may not occur adjacent to or near an Access pipeline that could cause soil sta- bility issues, drainage problems, or subsidence. J. Site Restoration The encroaching entity shall be responsible for returning an excavation site to its original state by repairing broken concrete, reseeding grass, replacing gravel, etc. K. Additional Requirements The encroaching entity shall not burn trash, brush, or other items or substances within 50 feet of an Access pipeline. Moreover, the encroaching entity shall not store equipment or materials on the Access right-of-way. 9 Foreign Pipeline or Below Ground Utility 9.1 Separation Requirements A. Parallel Construction A minimum horizontal separation of 10 feet is required for new foreign pipelines paralleling an Access pipeline within an Access easement. Parallel construction of a new foreign pipe- line that is within an Access easement shall follow the requirements within the Parallel Pipe- line Construction Standard(S-5022). B. Trenchless Excavation Utilities or pipelines installed by a trenchless excavation method (directional drilling, jack- ing, slick boring, etc.) shall be reviewed by Access. Access reserves the right to select the method of crossing for the proposed utility. Note. Blind boring or drilling in the vicinity of an Access asset is not allowed. 1. In the case of a bore or drill crossing a drilled Access pipeline, the encroaching entity shall provide a specific plan and elevation drawing for the bore or drill. An observation Doc.NO S-4100 Engineering and Construction Page No. 6 of 13 mimaaiuu�r ",."""."".,—..,,— Issue Date �r��,uu��q�� 'r � a 06-01-2012 Third-Party Encroachment � � o s �� f2 e �, � Rev.No. 4 (Draft A) Rev.Date 08-08-2014 hole must be made (when possible) to expose Access' pipe on the upstream side of the bore to the bottom of Access' pipe and be in line with the bore. All drills or bores shall have a minimum vertical separation of 15 feet from an Access pipeline. An Access representative shall be on site to witness the bore staking, pilot hole sighting, observation hole, and any other activity associated with the drill or bore. 2. An encroaching bore or drill crossing a trenched or similar Access pipeline, shall maintain a minimum vertical separation of 24 inches. An observation hole must be made to expose Access' pipe on the upstream side of the bore or drill to the bottom of Access' pipe and be in line with the bore or drill. An Access representative shall be on site to witness the bore staking, pilot hole sighting, observation hole, and any other activity associated with the bore or drill. C. Metallic Pipelines Metallic pipelines crossing an Access pipeline must maintain a minimum vertical clearance of 24 inches below an Access pipeline. D. Non-metallic or Plastic Utilities Non-metallic or plastic utilities crossing an Access pipeline shall have a minimum vertical clearance of 24 inches below an Access pipeline and shall have a metallic locating wire above their pipeline. E. Buried Electrical Utilities All buried electrical utilities crossing an Access pipeline shall be installed below and per- pendicular to Access pipeline and in non-metallic conduit. The minimum vertical clearance varies depending on the electrical utility's voltage which is detailed in Table 1. APWA col- ored marker ribbon shall also be placed during backfill 12 inches below grade for a dis- tance of 25 feet to either side of the crossing. In instances where it is not feasible or possible for an electrical utility to cross below an Access pipeline, the electrical utility may cross above but shall be perpendicular to and encased in red concrete for the entire easement width. For example, an electrical utility may not be able to cross below an Access pipeline that has been drilled. Buried electrical utilities shall be installed in accordance with the National Electrical Safety code. The encroaching entity shall not install energized equipment, splice boxes, or service ris- ers within the easement. Doc No S-4100 Engineering and Construction Page No 7 Of 13 Issue Date 06-01-2012 M I EA M Third-Party Encroachment Rev.No. 4 (Draft A) Rev.Date 08-08-2014 Table 1. Minimum Vertical Clearance for Varying Electrical Utility Voltages Electrical Utility Voltage (Volts) Minimum Vertical Clearance (inches) 0-440 24 441 -22,000 30 22,001 -40,000 36 40,001 and above 42 F. Buried Communication Utilities Communication (fiber, metallic, etc.) utilities crossing an Access pipeline shall encase their lines in rigid, non-metallic conduit and shall maintain 24 inches (varies by state law) of ver- tical separation below an Access pipeline. APWA colored marker ribbon shall also be placed during backfill 12 inches below grade for a distance of 25 feet to either side of the crossing. The encroaching entity shall not install energized equipment, splice boxes, or service risers within the easement. 9.2 Additional Requirements A. Angle All foreign pipeline crossings shall cross at an angle as close to 90 degrees as possible. The minimum angle that a foreign pipeline may cross is 45 degrees. B. Cathodic Protection (CP) Interference During construction, the encroaching entity shall provide the Access Corrosion Control Group the opportunity to perform an interference study to ensure proper CP operation. During the installation of metallic utilities, Access may choose to install bonds or test leads as needed. All utilities shall have a non-conductive coating throughout the crossing and extend at least 50 feet on either side of the crossing. C. Above Grade Signs or Markers Above grade signs or markers shall be placed (unless specified in the ROW agreement) at each edge of the right-of-way to mark the angle and path of the crossing in a visible loca- tion. A minimum of two signs 15 feet to either side of the crossing shall be provided by the encroaching entity. i Doc.No. S-4100 Engineering and Construction Page No. 8 of 13 „xrC=s„o7�p _ ! Issue Date 06-01-2012 �v.'^+xnvu° "W'ur+dR”"WMIMMRIb°AIMIN Third-Party Encroachment M I D .Ss T R E A M Rev.No. 4 (Draft A) Rev.Date 08-08-2014 10 Private roadways, Driveways, Sidewalks, and Parking Areas 10.1 Cover Requirements A. Roadways or Highways Engineered load calculations shall be performed to determine the minimum compacted cover for roadways or highways crossing an Access pipeline. Additional cover or load dis- persing strategies may be required. Any equipment crossing within the right-of-way shall have a minimum compacted depth of cover of 4 feet over an Access pipeline. The minimum compacted cover is measured from the top of the roadway or surface to the top of the pipeline. All cover material should be properly compacted including any existing cover material from the top of the pipe to existing grade. B. Parking Areas, Sidewalks, and Driveways Asphalt or concrete parking areas, sidewalks, and driveways shall not be constructed across or longitudinally within an Access easement without Access approval. If approved, engineered load calculations shall be performed to determine the minimum cover over an Access pipeline. C. Ditches or Culverts If a ditch or culvert will be associated with a roadway crossing an Access easement, the minimum cover from the bottom of the ditch to top of the pipeline shall be four feet. 10.2 Additional Requirements A. Angle All private roadway crossings shall cross at an angle as close to 90 degrees as possible. The minimum angle that a foreign road may cross an Access pipeline is 45 degrees. B. Bend Private roadways may not cross at a pipeline bend. C. Access Pipeline Minimum Wall Thickness for Roadway Crossings In cases where a roadway is built on top of an existing Access pipeline, consideration should be given to upgrading the wall thickness for the crossing in accordance with the Piping Design—Steel Standard(S-5820). Doc No S-4100 Engineering and Construction Page No. 9 of 13 "�, S Third-Party Encroachment w„r� ��mbv� ��w��i��min, Issue Date 00-01-2012 - M I D S T R E A M Rev.No. 4 (Draft A) Rev.Date 08-08-2014 11 Railroad Crossings A. Minimum Compacted Cover for Railroad Crossings Railroad crossings shall have a minimum compacted cover of 10 feet over an Access pipe- line. Moreover, other surfaces within the railroad right-of-way shall have a minimum com- pacted cover of six feet over an Access pipeline. The minimum compacted cover is mea- sured from the base of the rail to the top of the pipeline. B. Rail Beds Rail beds shall not cross at a pipeline bend. C. Railroad Above Ground Features Above ground features associated with the railroad are not permitted within an Access easement. 12 Temporary Access Roads and Heavy Equipment Crossings A. Planning and Approval The encroaching entity must receive prior approval from Access before utilizing an Access easement for a temporary access road or before crossing an Access easement with heavy equipment (including logging trucks). The encroaching entity must provide adequate pro- tection to maintain minimum cover requirements, limit erosion, and limit loading on the Access pipeline. B. Temporary Roadway Location The location of private roadway crossings for construction or other temporary activities shall be approved by Access. C. Equipment Loads The encroaching entity must provide the following information to Access before crossing the easement so that Access can perform any necessary stress calculations: • Equipment or vehicle footprint size • Equipment or vehicle maximum operating weight • Equipment or vehicle maximum axle load D. Easement Matting Temporary roadways within an Access easement may require matting over Access pipe- lines and underground facilities if the engineered load calculations indicate a potential for excessive loads. If matting is required, timber mats with an air gap, steel plates, or other stabilization method shall be provided directly over and 10 feet to either side of the pipe- - � Doc.No. S-4100 A Engineering and Construction Page No. 10 of 13 00,� fiSS Third-Party Encroachment Issue Date 06-01-2012 \ Rev.Date 08-08-2014 line. Access requires gPE stamped drawing of any "air bhdgem^ Equipment shall not oper- ate ontopof/\cceeepipe/ineoorundergnoundfaci|itiesfo[ puqooeeeotherdl8ndhving. Note. The periodic use of agricultural equipment for farming is subject to the requirements in Section 14. 13 Above Ground Utilities or Structures A. Overhead Utilities Overhead utilities shall be a minimum of 20 feet above grade for the entire easement crossing. Utility poles or other support appurtenance may not be boned within 25 feet of an Access pipeline if within an Access easement. All overhead utilities should cross ata9O degree angle. A review of the overhead utility may be required to determine if the overhead utility could cause AC induced corrosion. Overhead utilities should not be installed within 50 feet of any pipeline above ground appurtenance iDc|uding, but not limited to, valve sites, |aUDch- era, receivers, or blow downs. � B. Buildings or Structures Buildings or structures, whether occupied or not, may not be constructed within an Access easement except where Access permission (in writing) iogranted. C. Fences Fences that have been approved for installation within an Access easement shall not have posts installed within four feet of an /\uoegG pipeline or underground facility. All fences shall only be of wire or chain link comebuction, shall not impede @ocaee to the eaoenoeOt, and shall have m suitable gate. Newly constructed nnaoonry, brick, o[stone fences are not permitted within an Access easement. 14 Agricultural U Landscaping, Water Features, d Elevation Changes A. Farming or Agriculture Use Above ground ectivitieo, such as farming, may require the installation of field tiles. The field tiles shall have a minimum vertical ole@FGnoa of 12 inches from an Access pipeline. Deep plowing or ripping operations will require approval and ahVU|d be coordinated with Access. B. Landscaping orHardecaping Trees. GhFube, bushea, ornamental rouke, or other landscape orhandecapefeatures are not permitted within an Access easement. C. Drainage, Canals, and Ponds Water retaining, impoundment, or drainage structures FDeynot be placed vvithinan /\oceee � . . ` easement without m thorough review by the Access Engineering Group. Doc No S-4100 Engineering and Construction Page No. 11 of 13 Ax Issue Date 06-01-2012 mkrix� "�" dmNu�i ��, �� Third-Party Encroachment , M I D S T R E A M Rev.No_ 4 (Draft A) Rev.Date 08-08-2014 D. Surface Grade or Elevation Changes Any construction performed by the encroaching entity that could alter the surface grade or elevation must be reviewed and approved by Access. 15 Logging and Timber Operations Before any logging or timber operations can commence on Access' right-of-way, written approval from the Access Encroachment Department and/or an executed Encroachment Agreement(F-701) will be required. Additional requirements include, but are not limited to, the installation of land ramps, plates or temporary erosion controls, and may require responsible parties to post a bond to ensure restoration of Access pipelines and facilities. A. Notification The Access Encroachment Department must be contacted three business days prior to the proposed activity in order to coordinate an on-site meeting with the Access representa- tive and the encroaching entity. B. Protective Measures Perpendicular crossings of an Access right-of-way may be permitted if the proper protec- tive measures are in place. Engineered load calculations shall be performed to determine the minimum compacted cover for roadways or highways crossing an Access pipeline. Additional cover or load dispersing strategies may be required. The Access representative will determine the requirements for matting and/or erosion control measures. No skidding, staging areas, or stockpile areas will be permitted within the Access right-of-way. C. Site Restoration The encroaching entity must meet with an Access representative at least three days prior to the completion of the project to discuss site restoration. If work is to be delayed for more than four weeks, all ruts shall be filled and graded, and the area seeded with temporary cover to prevent erosion. Upon completion of the logging activities, all ruts shall be filled and graded. Any permanent erosion control devices removed or destroyed during the logging activity shall be restored. Temporary erosion control devices are to be installed by the logging company to ensure proper vegetation on the surface of right-of-way. All disturbed surface areas of the right-of-way shall be seeded and mulched with a conser- vation blend or a seed mixture approved by Access and the Soil Conservation Agent or State Forester. A final site inspection by an Access representative is required upon completion of site res- toration. r Doc No S-4100 , Engineering and Construction Page No. 12 of 13 num Issue Date igidnr iNiw �� ma"SMiiui9 06-01-2012 M I o s T R E A M Third-Party Encroachment Rev.No. 4 (Draft A) Rev.Dale 08-08-2014 16 Blasting and Seismic Activity Encroaching entities wishing to conduct blasting and seismic activity near or adjacent to an Access pipeline or facility must contact the Access Encroachment Department at 1-855-245- 2300 prior to commencing operations. Each request will be reviewed on a case-by case basis. If the encroaching entity is planning blasting activity, a blasting plan with the following information may be required: • Proposed dates of blasting activities • Explosive types and weight per charge • Number of holes and spacing • Delay types and intervals • Delay pattern • Depth of overburden • Depth of blast area • Drilling/blasting pattern plan and profile in relation to an Access pipeline or facility • Radiant peak particle velocity (PPV) at varying distances from the pipeline • Copy of state permit • Copy of blasting contractor qualifications and insurance certificate • Copy of blasting safety plan Upon review of the blasting plan, Access will provide the encroaching entity written notice of required action within 20 days of submission. Encroaching entities conducting blasting activities are required to arrange for an Access representative to be on site to witness all blasting operations. For a Pipeline Operating Above 50% of MAOP or MOP Peak Particle Velocity Guideline Values: • 1.0 in./sec. to 2.0 in./sec. acceptable range. • Do not exceed 3.5 in./sec. in any of the three components (L, V or T). • Above 3.5 in./sec. all blasting shall cease. Re-issue Blasting Plan for approval. • 4.0 in./sec. and above—All blasting shall cease. A below-ground survey shall be performed. A new blasting plan shall be submitted. Company may require 60 - 180 days to determine repairs or alterations required on the company facility, and complete the repairs, at the blasting contractor's expense, prior to any further blasting being performed. r Doc No. S-4100 Engineering and Construction Page No. 13 Of 13 i Issue Date Third-Party Encroachment 06-01-2012 S T R E A M Rev.No. 4 (Draft A) Rev,Date 08-08-2014 Revision Record Rev. Date Comments Initiator Approval 1 03-19-2012 Initial release. Hope Baumgarner JDS 2 06-28-2013 Incorporated Access branding Larry Newman 3 12-02-2013 Section 5: Last bullet, changed from "Hor- Amy Tennison izontal" to "Vertical." 4 (Draft A) 08-08-2014 Incorporated changes submitted by the Steve Owen Design Focus Team (DFT). r GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED:2-29-2012 STANDARD PRODUCTS LIST Approval Speallo Classsificatton 4Iannfaeturer Modei No NahonaLSpec Srze WASTEWATER Manhole Inserts * EI-14 ]Manhole Insert Knutson Enterprises Made to Order Plastic ASTM D 1248 For 24"dia. * Et-14 Manhole I.w South Western Packaging Made to Order-Plastic ASTM D 1248 For 24"dia ' EI-14 Manhole Insert Noflow-Inflow \fade to Order-Plastic ASTM D 1248 For 24"di.- 09/23/96 EI-14 Manhole Insert South—tern Packing&Seals,inc. Lifesaver-Stainless Steel For 24"dia. 09123/96 EL-14 Manhole Insect South—tem Packing&Seals,Inc. TaIxaLok-Stainless Steel For 24"dia Manholes&Bases/Frames&Coyers/Rectangular ,\fanMk Frames and Covers Western Iron Works,Bass&Ha Found 1001 24"x40"\VD Manhole F.—and Covers Vulcan Foundry 6780 24"x40"W D Manholes&Bases/Frames&Covers/Standard(Round) * EI-14 Manhole Fmnres and Covers Western Iro Woks,Bass&Hays F...d y 30024 24"Dia. EI-14 Manhole Frames and Covers McKinle y Iron Works Inc. A 24 AM 24"Dia. E1-14 Manhole Frames and Covers Neenah Casting 24"Dia. Et-14 Manhole Frames and Covers Vulcan Foundry 1342 ASTM A48 24"Dia. EI-14 Manhole Frames and Covers Sign.Corpomtion MH-1441N EI-14 Manhole Frames and Covers Sign.Corporatien MH-143N EI-14 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24"dia. EI-14 Manhole Pramee and Covers Neenah Casting 24"dia. 7125/03 EI-14 Manhole Frames and Covers Saint-Gobain Pipelines(Pamrex/nexus) RE32-118F5 30"Dia. 01/31106 EI-14 30`Df MH Ring and Cover East Jordan Iron NVorU V1432-2 and V 1483 Designs AAS11 TO M306-04 30"Dia. 11/02/10 EI-14 30"DI\1H Ring and Cover Sign.Co ration MH1651 R\'N&MH16502 30"Dia 07/19/11 E1-14 30"DI MH Ring acd Cover Star Pipe Products MH32F rWSS-DC 30"Diu 08/10/11 EI-14 30"DI MH Ring and Cover Amucast 220700 Hcevy Dmy with Gasket Rine 30"Dia Manholes&Bases/Frames&Covers/Water Tight&Pressure Tight EI-14 Manhole Frames and Covers Pont-A-Mousson Pamtight 24"Dia. EI-14 Manhole Frames and Covers Neenah Casting 24"Dia. EI-14 Manhole Frames and Covers Vulcan Foundry 2342 ASTMA48 24"Dia. EI-14 Manhole Frames and Covers Western Iron Works,13—&Hays Foundry 300-24P 24"Dia. ' El-14 Manhole Frenes and Covers McKinley Iron Works Inc. WPA24AM 24"Dia. 03/08/00 EI-14 Manhole Frames and Co— Ave.—t RC-2100 ASTM A 48 24"Dia. 04/20/01 EI-14 Manhole Frames and Covers Serturpom industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24"Dia. Manholes&Bases/New/Components 07/23/97 Urethane Hydrophilic AVatenstop Asahi Ko ro K.K. Adeka Ultra-Seal P-201 ASTM D2240/D412/D792 04/26/00 Offset Joint f 4'Diam.MH Hanson Concrete Products Drawing No.35-0048-001 04126100 Pro ile Gasket for 4'Diam.MH. Press.Seu1 Gasket Corp. 250 4G Gasket ASTM C-443/C-361 sS MH 1/26199 HDPE Nlallole adjust—Ring Ladtech,Inc HOPE Adjmtnwnt Ring Nat-traffic area 5/13105 \i.nhole.External Wrap Canusa-CPS We:idS-1Mi:niole Encapsulaion S),wro !Manholes&Bases/Neal/Precast Concrete EI-14 Manhole,Prceast Concrete Hydro Conduit Corp SPL Item#49 ASTM C 478 48" E1-14 Manhole,Precast Concrete Wall Concrete Pipe Co.Inc. ASTM C-443 48" EI-14 Manhole,Precast Concrete Hanson(formerly Gifford-Hill) ASTM C 478 48" 04/26/00 E-14 MH,Single Offset Seal Joint Hanson Type F Dwg 35-0048-001 ASTM C 478 48"Diam MH 09123/96 EI-14 Manhole-Precast Concrete Concrere Product Inc. 48"I.D.Manhole w/32"Corn- ASTM C 478 48"w/32"tom 08730106 E1-14 \Manfrole,Fran:Concrere -1 b Turner C—Pxn, 4S"I.D.Manhole wi 24"Coax ASTM C.478 43` 10/27176 EI-14 Manhole.Prec—Caxrete Oldnsde Precast Inc ----� 48-1.D.M.ohnle w1_4"Cone ASTM C 478 48"Diam w 24"Ring 06/09/10 E1-14 Manhole,Precast(Reinforce Polymer)Concrete US Compow.Pipe Reinforced Polyrtxr Concrete ASTM C-76 48"t.72" Manholes&Bases/New/Fiber lg ass 126/99 Fiberglass Manhole Fluid Containment.Inc. Flowtite ASTM 3753 Non.traffic area ),omn Pibcpks Stanholc C_F.\laaufanarin g Nnn.m(fic arc: Manholes&Bases/Rehab Systems/Cementitious EI-14 Manhole Rehab Sysre— Quad- 04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials,Inc. Rzliner MSP EI-14 \taphole Rehab S,o,.. AP/\t Pern.fomr 420/01 EI-14 Manhole Rehab System Strong-Seats stems Strang Seal MS2A Rehab System 5112/03 El-14 Manhole Rehab System Poly-triplex Technologies MH repair toduct to smp inflr ation ASTM D5813 08/30/06 Gene 1Cor—Rep.=.r Fl,xK—Technoltgies Vinyl Polyeaer Repoir Podw, Misc.Use Manholes&Bases/Rehab Systems/NonCementitious 0512006 EI-14 Manhole Rehab Systens Spra Spray Wall Pol}vmthane Coating ASTM D639/D790 E1-14 Manhole Rehab Systems Sun Coast 01/31,106 Coatines for Cormsiar Pr,tction Chesterton Arc 79 L S I Hll,S 1,52 Acid Rasiseance'rest S.—Applicatomrs 8282006 Coating for Co—ma Protection W'—Eri iraorxntal s-301 and M-301 Server Aopli:tinny 08/30/06 Coaings for Corrosion Protecuai Citadel SIS-30 Solids Epoxy Scorer Appliations Pipe/New/Centrifugally Cast Fiberglass Reinforced Pipe/Polymer Modified Concrete 72107 Cent.Cast Fiberglass Hoban Pipe USA,Ine. Hoban Pipe(Nom Pressure) ASTM D3262ID3754 10130103 Fir ae Amiteeh USA Prepared 2/29/2012 Page 1 CITY OF FORT WORTH WATER DEPARTMENTS UPDATED:2-29-2012 STANDARD PRODUCTS LIST A¢pro�aC ��p�c1!�n ,ClassstY"ieatntt _�.,r__ ...-_ . .,r` '; 14lslnufacturer �� ,;;�,MoilelNo. i NattanaY3Pe� _,� Stzen.__._ - 03/22/10 Fiberglass Pipe Antemn Bondstrand RPMP Pipe ASThf D3262/D3754 4/14/05 Pol -r3lodified Concree Pi • An»tech USA Meser Pol cucte Pi, .4ST51 C33,A276.F477 8"to 102".Clsss V 06/09/10 El-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76 Pipes/New/Concrete es/New/Concrete EI-04 1corre.Pipe,Rei.Corcod Wall Concrete Pipe Co.Inc. ASTM C 76 EI-04 lConc.Pipe,Reinforced Hydro Conduit Corporation Class III T&G,SPL Item#77 ASTM C 76 EI-04 1C.c.Pipe,Reinforced Haman Concrete Products SPL Item#95-Manhole,#98-Pipe ASTM C 76 HI-04 Cate.Pipe,Reinforced Concrete Pipe&Products Co.Inc. ASTM C 76 Pipes/New/Ductile Iron El-06 IDuctile Iron Pipe Griffin Pipe Products,Co. Super Bell-Tim Ductile Iran Pressure Pipe, AW WA C150,C151 3"th.24" EI-06 Pctilc ctile Iron Pipe American Ductile Iron Pipe Co. American Fstite Pipe AW WA C150,C151 4-,8-&10" EI-06 ctile iron Pipe U.S.Pipe and Foundry Co. AW WA C150,C151 EI-06 Iron Pipe Mewane Cast Iron Pipe Co. AW WA C150,CI51 Pipes/New/PVC(Pressure) 12/02/11 E1-24 DR-14PVCPe,su.Pipe Pipclife3erstream PVC Pressure Pipe AWIVA C900 4"th.12" Pipes/New/HDPE(Pipe Bursting/Sliplinine) High-demity polydhylene pipe Phillips Dra i ,Inc. O timre Ductile Polyethylene Pipe ASTM D 1248 8" High-density polyethylene pip. Plexen Inc. ASTMD 1248 8" Highdensity polyethylene pipe Polly Pipe,Inc. ASTM D 1248 8" Highdesity polyethylene pi CSR Hydro C..dui,/Pipcti.e s stems McConnell Pipe Enlargement ASTMD 1248 jpipes/New/PVC* 1I/04198 1 EI-31 PVC Carugwd Sewer Pipe Cuash Contruction Prtducts,Inc C-tech A-2000 Sewer Pipe ASTM F 949 8"thru 36" E1-31 PVC Corrugated Sewer Pipe Upo.or ETI Company Ultra con, ASTM F 949 24°to 36"Only 05104109 EI-31 PVC Corrugated Sewer Pip. Diamond Plastics Corporation CORR 21 ASTM F 949 24"to 36"onl E1-25 PVC Sewer Pipe Can-Tex,lndustries ASTM D 3034 4"th.12" EI-25 PVC Sewer Pie Certain-Teed Products Corp ASTM D 3034 4"th.15" E1-25 PVC Sewer Pipe Napco Manufacturing Corp ASTM D 3034,D 1784 4"&S Et-25 PVC Sewer Pi J-M Manufacturing Company,Inc. ASTM D 3034 4"-15" 12123/97' FI-27 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 and SDR-35 ASTM F 789,ASTM D 3034 4"th.15" EI-27 PVC Sewer Pipe Lamson Vylon Pipe ASTM F789 4"th.15" EI-25 jPVC Sewer Pipe Extrusion Technologies,Inc ASTM D3034 8",10" 11/11/98 EI-28 PVC Sewer Pipe Diamond Plastics Corporation "S"Gravity Sewer Pipe ASTM F679 18"to 27" EI-28 PVC Sewer Pipe JAI Manufacturing Company,Ice. ASTM F679 I8"-27" 11/12/99 E1-29 PVC Truss Pipe _ Contech Construction Products,Inc Comcch PVC Truss Pie ASTM D 2680 8"through 15" 09/26/91 EI00--2 Closed Profile PVC Pipe Lamson Vylon Pipe Carton Vylon H.C.Close Profile ASTM F794 [8"to 48" 11/17/99 E100-2 Closed Profile PVC Pipe Diamond Plastics Corporation ASTM 1803/(/94 18"to 48" 05/06105 GI?3 FVC Solid Nall Pipe Diamond Plastics Carp a,aiun PS 46 AS C11 F-679 18":.48' 04727fOti E1-25 PVC Saver Fittings Hareo SDR-26 and SDR-35 Gasket;icings ASTM D-3034,D-1784,cre 4--1 5" BI-25 PVCSev,crFfuings (Plastic Trends,In.c - Gasketed PVCS.avcrMain1atings 1 ASTM D3034 Pipes/New/Ribbed Open Profile Large Diameter 09/26/91 E100-2 PVC Sewer Pipe,Ribbed Lamson Vylon Pipe Carlo.Vylon H.C.Closed Profile Pipe, ASTM F 679 18"to 48" 09/26191 13100-2 PVC Sewer Pipe,Ribbed &,msion Technologies,Ine. Ultra-Rib Open Profile Sewer Pipe ASTM F 679 18"to 48" 13100-2 PVCSewer Pi e,RibbM Upon.,Efi Company 11/10/10 (E 100-2) Polypropylece(PP)Sewcr Pipe,Double Wall Advanced Drainage Systems(ADS) SaniTite HP Double Rrall(Corrugated) ASTM F 2736 24-30" 11/10/10 (3100-2) Pol ro lc.(PP)Sewer pipe,Triple Wall Advanced Drainage Systems(ADS) SaniTite HP Triple Wall Pie ASTM F 2764 30"to 60" 05/16/11 Steel Reinforced Polyethylene Pipe C..T.h Construction Prolucrn Dumnaxx ASTM F 2562 24"to 72" Pipes/Rehab/CIPP Cured in Place Pipe Isituform T-1c,Ice ASTM F 1216 05/03/99 Cured in Place Pipe National Envimmch Group National Liner,(SPL)Item#27 ASTM 17-1216/D-5813 05/29196 Cured in Place Pipe Reynolds Ice/hdiner Technoigy(tnimer USA) inliner Techn.ingy AST\t F 1216 Pipes/Rehab/Fold&Form Fuld n.d F.—Pie Cullum Pipe Systems,Inc- 11103/98 Fold and Porm Pip. hsitufomt Technologies,Inc- Insituform"N.Plpc" ASTM F-1504 Fold and Form Pipe American Pip.&Plastics,Inc- Den..Pu se Only 12/04/00 Fold and Form Pipe Ult Ira" Ulualiner PVC Alloy Pipelinar ASTM F-1504,1871,1867 06109/03 Fold and Porm Pipe Miller Pipeline Corp. EX Method ASTM F-1504,F-1947 U to 18"diameter Pipe Enlargment System(Method) PM System PIA Corporation polyethylene PLM Corp.,Piscata Way,NJ. Approved Previously McConnell Systems McLat Construction P.1yedrykne Houston,Texas Ap rovd Previously TRS Systems Trenchless Re Iaccment System Pol cth lene Calgary,Canada Approved Previous! Pipe Casing Spacers 11104/02 Steel Band Casing Spacers Advanced Products and Systems,Inc. Carbon Steel Spacers,hfodcl St 02102!93 Stainless Steel Casing Spacer Advanced Products and Systems,Inc. Stainless Steel Spamr,Model SSI 04/22/87 Casing Spacers Cascade Waterworks Mnnufaaufi g Casing Spacers 09/14/10 Stainless Sts[Casing Spacer Pipeline Seat and Insulator Stainless Steel Casing Spacer Up to 48"<1X2> 0%14710 Coated Stecl Csin Spacers Pipeline Scat and insulator Coated Steel C.M.Spacers Up to 48"<t>.a> 05/t0/1 t Stainless Steel Casing Spacer Powcrseal 4810 Powc,chock Up to 48"<1>Q> Coatings 02/25!02 E s•Linn. S stem S.ucrmsc..Ian S.—,Gard 21ORS LA Count #210-1.33 Prepared 2/29/2012 Page 2 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED:2-29-2012 STANDARD PRODUCTS LIST Approval "spec Tdn ,ClasssiCacatJnri M. „,,Mannfactlrer M Rffodet Np Natinni Spec w- Size !2/14/0! Epoxy Lining System Rinker Materials Frtech 2030 and 2100 Series 04114105 fnterior Dm:ile Iron Pip,Caning Indnron Pngeco,401 ASTM B-117 Ductile Iron Pil c Only WATER Pipes/Valves&Fittings/Combination Air Release E1-11 Combination Air Release Valve GA Industries,Inc. Empire Air and Vacuum Valve,Model 935 ASTM A 126 Class B,ASTM A I"&2" EI-11 Combination Air Release Valve Multiple—Manufacturing Co. Crispin Ai and Vacuum Valves,Modell o. 1/2",1"&2" EI-11 Combination Air Releaec Valve Valve and Primer Corp. APCO#143C,#145C and#147C 1",2"&3" Pipes/Valves&Fittings/Ductile Iron Fittings 07/23192 EI-07 Ductile Iron Fittings Star Pipe Proluas,Inc. Mechanical Joint Fittings A%V\VA C153&CI10 E1-07 Ductile Iron Finings Griffin Pipe Products,Co. Mechanical Joint Fittings AWWA C 110 EI-07 Ductile Iron Finings \fcWandTyler Pipd Union Utilities Division Mechanical Joint Fittings,SSB Class 350 AWWA C 153,C 110,C 111 05/14/98 EI-07 Ductile iron Fittings Uni-Flange Series 1500 Circle Lock Pipe Restrains 08/10/98 EI-07 NO I'minus Sigma,Co. Chess 350 C-153\1!Fittings AW\VA C153 4"-24" 05/14198 E1-07 Ductile Irun Joint Restmins F dMe-Box Co. Uni-Flange Series 1500 Circle-Lock AWWACIII/C153 4"to 12" 11/09/04 EI-07 Ductile Iron Joint Restraints One Bolt,Inc. One Bolt Restrained Joint Fitting AWWACIII/C116/C153 4"to 12" 02/29/12 33-II-11 Ductile teen Pils,Meehanicat Joint Restraint EBAA Imn,Inc. Megalug Series 1100(for Dl Pipe) AWWA Cl I I/C 116/C 153 4"to42" 02/29/12 33-11-I1 PVC Pipe Mechanical Joint Restraint EBAA Iron,Inc. Megalug Series 2000(for PVC Pipe) AWWA Cl II/C1161C 153 4"to 24" 08/05104 RI-07 Mechanical Joint Retainer Glands Sigma,Co. Sigma One-Lok Mechanical Joint Restrainer A\VWAClf I/C153 4"to 24" Bulldog System(Diamond Lok 21&J\9 10/12/10 EI-24 Interior Restrained Joint System S&B Techneial Products Eagle Loc 900) ASTM F-1624 4"to 12" 08/16/06 El-07 Mechanical Joint Fittings SIP Waste- Mechmical Join:Fittings AW WA C153 4"to 24" Pipes/Valves&Fittings/Resilient Seated Gate Valve* Resilient IV d ed Gate Valve Woo Gears American Flow Control Series 2500 Derwin #94--20247 16" 12113102 Resilient Wedge Gate Vale American Fitnv Co.-[ Series 2530 and Series 2536 AWWA C515 30"and 36" 08/31199 Resilient Wedge Gate Valve American Flow Control Series 2520&2524(SD 94-20255) AWWA C515 20"and 24" 05/18199 Resilient Nedge Gate Valve American Flow Control Series 2516 SD 94-20247) AWWA C515 16" 10124/00 EI26 Resilient Wedge Gate Valve American Flow Control Series 2500 A%VWA C509 4"to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42"and 48"AFC 2500 AWWA C515 42"and 48" 05/23/91 EI-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4"to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVKCo any 20"andsrnatler Et-26 jRc,,ilivnL Seated Gate Valve Kennedy 4"-12" E1-26 Resilient Seated Gate Valve M&H 4"-12" EI-26 Resilient Seated Gate Valve Mueller Co. 4"-12" 11/08/99 Resilient Wedge Gate Vatic Nfullerco. Series A2361(SO 6647) AtVWAC515 16" 01/23/03 Resilient Wedge Gate Valve Muller Co. Series A2360 for 18"-24"(SO 6709) AW WA C515 24"and smaller 051Ii'05 Resilient Wedge Gate Valve Muller Co. Moeller:0-&36",C-515 AWtYA C515 30'and 36' 01/3M6 Resilienr Wedge Gate VA'e Muller Co. M-11,,42'&48",C-515 AWWA C515 42'an(]48" 01/28/88 EI-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4"-12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16"RS GV(SD D-20995) Att'SVA C5I5 16" 11/08/99 EI26 Resilient Wedge Gate Valve Clow Valve Co. Clow RVJ Valve(SO D-21652) AWWA C515 24'and smaller 4-4129/04 Resilient Wedge Gate Vtd— Note<3, Cl— -- 06/2l/10 Resilient Wedge Gate Vale. Clow Valve Co. Clow Valve\tWcl 2638 AWtVA C515 30"m48" 05/08/91 El-26 Resilient Seatd Gate Valve Stockham Valves&Fftmgs AR44AC-1,AN9142u-vem ASTf 4"-12" * EI26 Resilient Seated Gate Valve U.S Pip—m!Foundry Co. W-1 250.reyu.u—SPL#74 3"to Ib" Pipes/Valves&Fittings/Rubber Seated Butterfly Valve EI-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24" E1-30 Rubber Seated Butterfly Valve \tulle'Co. AWWA C-504 24" 1/11/99 EI-30 Rubber Seater Bmterlly Valve Dezurik Valves Co. AW\VA C-504 24"and larger 06/12/03 EI-30 Valmatic American Butterfly Valve Valmatic Valve and Manufneturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84"diameter 04106/07 EI-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500&1450 AWWA C-504 24"to 48" Sampling Station 3112/96 Water Sampling Station Water Plus B20 Water Sampling Station Dry Barrel Fire Hydrants 10/01/87 1 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Dmwing Nos.90-18608,94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Vafee Shop Dmwing No.94-18791_ AWWA C-502 09/30187 C-1-12 Dry Barrel Paces drmn Cl—Co ration Shop Dooving Nn.D-19895 AtVR'A 6502 - 01/12193 1 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 1 E-I-12 Dry Barrel Fire Hydrant Clow Corporation D—ing,D20435,D20436,B20506 ANNA C-502 E-1-12 Dry Barrel Fie Hydraor ITT Kennedy Vatic Shop Dr wing No.D-80783F\V AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop D—mg No.13476 AtVNA C-502 Shop Drawings No.6461 10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company A423 Cemurio, AWWA C-502 Shop Drawing FH-12 01/15/88 Et-12 D Barrel Fire Hydrant Muller Com an A-4235u Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Bartel Fir Hydrant U.S.Pipe&Foundry Slop Dmwing No.960250 AWtVA C-502 09/16/87 E-1-12 Dry Barrel Fir.Hydrant Waterous Company Shop Drawing No.SK740803 AlVWA C-502 Water Appu rtenances 08/08/02 1 E(-18A Plastic Meter Boxes East Jordan iron Woks,hie. Meter Box(Plastic)v,/Cl lid Class A,B,C 08/28/02 Double Stra Saddle Smith Blair #317 Coaled Double Sump Saddle 01/261011 IS Tapping Saddle JCM Industries,Ine. #406 Double Band SS Saddle l"to 12"taps 01/30/01 Tapping Saddle JCM Industries,Inc. #405 Coated Tapping Saddle V to 12"taps 05110111 ITapping Sleeve(Stainless Steel) Powerseal 3490AS(Flange)&3490\U 4"-8"and 16" 0229112 1 33-12-25 Tapping Mee-(Cnatd Steel) Rom- FPS 240 .AWWA C-223 U to 42"W24"Out 02/29112 in 33-12-25 Ta g Sh-eve(Sotmless S-1) Romac SST Stainless Steel AWWA C-223 U ro 24",/212"Out Prepared 2/29/2012 Page 3 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED:2-29-2012 STANDARD PRODUCTS LIST Approyat SpecNax ,C(asssicailan k = itiantJfaefurer ry l4todeCNa `u- ^Nnttanal5pec rt Scze, N 02/29/12 33-12-25 Tapping Sleeve(Sinless Steel) Roma. SST BI Stainless steel AWWA C-223 Up to 30"wY112"Out 05 110 11I lJoint.Repair Clamp Powrrseal 3232 Betl Joint Repair C in.p 4"to 30° 08/28106 Plastic Meter Boz w Cl Lid ACCUCAST Class"A"Plastic Be,,to/Cl Lid Cl—"A' 0100/(,yr Plastic Mder boa w/Plastic Lid DFW Plastics Inc Class"A'Plastic Boa w/Plastic Lid Class"A" Polyethylene Encasement 05/12/05 Ei-13 Pol Ethyl..Encai it, Fle.—I Packs iog Fulton Entc x AWWA 0105 8 nut LLD 05 112/05 EI-13 Poihethvlene Enc.unin Mountain States Pl.utics MSP)and AGP Ind Standani Hunluare AWWA 0105 8 mil LLD 05112105 Et-ti Polyethylene Eucasnient AEP find.— Bullstrone by Cowtoun Belt K Gasket AWWAC105 8 i LLD Meters 02/05193 E101-5 Detector Check Meter A—,Company Model 1000 Detector Check Valve AWWA C550 4"-10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701,Class 1 314"-6" _ — NOTES From On mal Standard Poxhrcts List <I> Carrier Pip:I-D. Q> Above 48"Apprviad oa case by case basis <3> Product Suspended i-5-2-12 a 'pa an ar uc een e e ope ze c is v o p"""'w is iti water p' ncen s peer ring u n i y co on pr Jec s. ien ec Specifications for specific prod cis care included ras part of the Construction Contract Documents,the requi—ras of the Technical specification wi0 override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific product will be based on the requirement of the Technical Specification whether or nor the specific product meets the Fort Worth Water Departmmmt's Standard Specifications or is m the Fort Worth Water Department's Standard Product List. IF Prepared 2/29/2012 Page 4 SWFP 1150-2-1 Criteria for Design and Construction within the Limits of Existing Federal Projects THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH TRV—Part 4—Channel Segment B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Water and Sanitary Sewer Relocations Revised July 1,2011 City Project No.00969 i i CESWF-EC-G Department of the Army SWFP 1150-2-1 U.S.Army Corps of Engineers Pamphlet 1150-2-1 Fort Worth,Texas 76102-0300 1 October 2013 I Engineering and Design CRITERIA FOR DESIGN AND CONSTRUCTION WITHIN THE LIMITS OF EXISTING FEDERAL PROJECTS Distribution Restriction Statement Approved for public release. Distribution is unlimited. I 3 J T S r 4 i ' i i CESWF-EC-G DEPARTMENT OF THE ARMY SWFP 1150-2-1 U.S.Army Corps of Engineers, Fort Worth District l P.O. Box 17300 Fort Worth,Texas 76102-0300 Pamphlet No. 1150-2-1 1 October 2013 j j CRITERIA FOR DESIGN AND CONSTRUCTION WITHIN THE LIMITS OF EXISTING FEDERAL PROJECTS 1.Purpose. This pamphlet provides guidance to individuals,developers, engineering firms, non-Federal local project sponsors(hereinafter Sponsors), and local governmental agencies for the design and construction of activities related to the modification of Federal projects,such as Federal Flood Risk Management(FRM) projects(typically consisting of levees, channels,and flood walls), constructed by the U.S.Army Corps of Engineers-Fort Worth District(CESWF),and for which Sponsors have the j responsibilities for operation and maintenance. The guidance contained in this pamphlet applies to the activities per the date of publication. However, CESWF reserves the right to reconsider this guidance at any time due to unknown or unforeseen circumstances,technological advances,additional information, etc. In addition,Sponsors may choose to adopt more stringent criteria than those contained in this pamphlet. 2.Authority. The sole authority for U.S.Army Corps of Engineers(USACE)approval of modifications to Federal projects,operated and maintained by Sponsors,is Title 33 USC§408,hereinafter Section 408. Section 408,authorized in the Rivers and Harbors Act of 1899 and amended in 1985 to include"public works", allowed the Secretary of the Army to grant permission to modify public works so long as the modification did not impair the usefulness of the project and was not injurious to the public interest. The CESWF, in accordance with Title 33 USC§408, retains the right of review and approval on all proposed modifications of Federal projects. i I' 3.Applicability. This pamphlet applies to Federal projects,which includes Mood Risk Management projects constructed by CESWF and for which a Project Partnership Agreement or a letter of assurance agreeing to the operation and maintenance of the Federal project has been furnished to CESWF by the Sponsor. A Flood Risk Management project is designed to manage and reduce flood risk by safely conveying floodwater within the project and through a developed area. As such,any proposed modifications within the project must keep the safe passage of floodwater as the first priority. The role E of the project Sponsor is maintenance of the integrity of the project while preventing negative impacts to the passage of the project design flood. The CESWF will not allow the safety of the project to be compromised or the required design carrying capacity of the project reduced. Note that this pamphlet does not apply to CESWF dams,eco-system restoration projects,or navigation i projects. Guidance for proposed modifications of these types of projects is provided in technical publications other than this pamphlet. 4.References. U.S.Army Corps of Engineers references pertaining to the design and construction of Federal projects are listed below. Modifications to a Federal project,including proposals for the 1 ( SWFP 1150-2-1 F i I addition of vegetation, are controlled by requirements documented in these manuals, regulations, technical letters, and pamphlets. Sponsors may choose to adopt more stringent criteria than that contained in USACE design standards and guidelines. a. CPAR-GL-98-1. Installation of Pipelines Beneath Levees Using Horizontal Directional Drilling i b. EM 1110-1-1804, Geotechnical Investigations r c. EM 1110-1-1904. Settlement Analysis d, EM 1110-1-1906. Soil Sampling i< e. EM 1110-1-2908. Rock Foundations f. EM 1110-2-1901_ Seepage Analysis and Control for Dams g. EM 1110-2-1902. Slope Stability h. EM 1110-2-1911. Construction Control for Earth and Rock-Fill Darns i. EM 1110-2-1913. Design and Construction of Levees t j. EM 1110-2-2502. Retaining and Flood Walls k. EM 1110-2-2902. Conduits,Culverts, and Pipes I. ER 1110-1-261. Quality Assurance of Laboratory Testing Procedures M. ER 1110-1-1807. Procedures for Drilling in Earth Embankments n. ER 1110-1-8100. Laboratory Investigations and Testing o. ER 1110-2-8152. Temporary Cofferdams and Braced Excavations j p. ETL 1110-2-555. Design Guidance on Levees q. ETL 1110-2-556. Risk Based Analysis,Geotechnical Engineering r. ETL 1110-2-561. Risk and Reliability,Seepage and Slope Stability s. ETL 1110-2-569. Design Guidance for Levee Underseepage t. ETL 1110-2-571. Guidelines for Landscape Planting and Vegetation Management u. Levee Owner's Manual. The Rehabilitation and Inspection Program (PL 84-99) v. 13500 SWD QMS,Approval of Modifications to Existing U.S.Army Corps of Engineers Public Works Projects With the exception of Reference 4.0 and Reference 4.v,these documents may be downloaded from the following website: http://140.194.76.129/publications. Reference 4.v is available on the CESWF website: http://www.swf.usace.army.mil. { 5. General Criteria for Construction Within an Existing Federal Project. f a. Coordination with the Sponsor and the CESWF is recommended as early as possible during the proposed modification planning process to avoid major revisions or project delay. Concept proposals may be submitted for review. Submittals should include the proposed modification starting date and the project construction schedule, including sequence of construction. For existing Federal projects that include levees,the Sponsor shall initiate the review process for any proposed activities located within 150 feet of both the levee landside toe and levee riverside toe (see Figure 1). i 2 SWFP 1150-2-1 F I q l` RIVERSIDE LANMIDE -CRMCAL LEVEE ZONE- --� LEVEE HOGHT x z . NAIURIt. OF GROUND LEVEE �f LEVEE j GROUND j RESTRICTED ,E-°' _ RESTRICTED N ZCNE - =,, {"-- EXTENDED EO PLATE LEVEE EEXTE E Figure 1. Critical Levee Zone and Restricted Zone !/ Note the designation of Critical Levee Zone and Restricted Zone in Figure 1. The Critical Levee Zone is the area of highest concern and subject to the more stringent requirements for justifying any proposed modifications. The Restricted Zone is defined as the outer boundary of the 150-foot area from each levee toe for which reviews are required. It is recognized that the Sponsor may not have real estate rights to the extent. b. In accordance with"13500 SWD QMS Approval of Modifications to Existing U.S.Army Corps of Engineers Public Works Projects,"construction may not begin until final contract plans and specifications for the proposed features that impact the existing project have been reviewed and approved in writing by both the CESWF and the Sponsor. If the proposed project is a design-build project,the approval process will be discussed at the first coordination meeting. j c. Furnish five(5)sets of plans and specifications(hard copies as well as electronic copies)for the proposed work to the CESWF,Operations Division,Attention:CESWF-OD-TM,via the Sponsor, sufficiently in advance of the proposed construction to allow adequate time for review and approval. Include a vicinity map in the plans, as well as drawings that clearly depict the limits of existing features of the Federal project, including levees,and existing right-of--way or easement boundaries. d. Detailed designs,calculations, and construction procedures must be provided for review if boring, jacking, or tunneling operations are planned. See subsequent paragraphs for additional details and required procedures. Also see Reference 4.i, EM 1110-2-1913. e. Practice approved construction methods and best management practices to minimize erosion at the construction site. This includes making every effort to reduce the turbidity of the water at the site, such as by limiting the amount of time construction equipment is in the water.A.Storm Water Pollution Prevention Plan(SWPPP) must be included in the final project submittal. The SWPPP shall meet the requirements of the Texas Commission on Environmental Quality(TCEQ),shall be approved by the Sponsor, and shall be implemented before commencement of construction or construction support activities. The SWPPP and a copy of the Notice of Intent(NOI) must be retained on-site during construction. f.When construction work is in progress on a Federal project located downstream of a CESWF dam, a request from the contractor for changes in regulated releases will be considered only for urgent and compelling reasons. Normally, regulated releases from upstream lakes for evacuation of floodwater, water supply, recreation,or other purposes considered to be in the best interest of the public,will have first consideration. 3 SWFP 1150-2-1 i r { g. Normally, construction equipment, spoil material, supplies, forms, buildings for inspectors, labs, or equipment and supply storage buildings,or any item that may be transported by flood flows,shall not be placed or stored within the limits of the existing Federal project during construction activities without prior approval of the CESWF and the Sponsor. Locations of construction trailers and stockpile areas shall be included on project plans and shall be approved by the CESWF and the Sponsor. h. In addition to other requirements set forth in this pamphlet, it is responsibility of the project i proponent or their representative to determine if permits for the desired work may be required under Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. These permits require a minimum of 90 days to process. It is recommended that coordination with the CESWF Regulatory Branch be initiated in the early planning stages to prevent potential delays. i. Levee maintenance and access roads that are damaged due to construction activities shall be replaced or restored to a condition equal to or better than pre-construction condition. Haul routes that cross a levee must be approved by the Sponsor and the CESWF. Levee protection methods,such as timber mats, may be required to protect the integrity of the levee during the construction process. All roads must be inspected and accepted by the Sponsor prior to completion of the project. j. All fill and backfill shall be compacted in 6-inch lifts as specified in the contract specifications approved by the CESWF. Compaction shall be to at least 95 percent of modified density,as specified in ASTM D-1557,with moisture within the limits of 3 percentage points above optimum to 2 percentage points below optimum moisture content. All backfill shall consist of impervious materials. Vegetation j shall be reestablished to its original condition or better. All excess material shall be removed from the limits of the existing Federal project. k. Provide scour protection consisting of articulating concrete block revetment system protection capable of being re-vegetated at the outfall of stilling basins designed according to the issuing jet velocity. If approved by the Sponsor, stone riprap, gabions, or concrete paving may be substituted. I.The crown or crest of the levee referred to in this pamphlet is the original (design) levee crest elevation. This may or may not be the same as the current levee crest elevation. All modifications shall be based on the higher of the two elevations. M.The CESWF Water Resources Branch will provide applicable hydraulic models to be used for design upon request. n.No permanent increase in the project design flood water surface profile will be allowed. The hydraulic impacts of temporary construction activities associated with a proposed modification shall be evaluated on a case-by-case basis. o. The impacts to the existing Federal project valley storage shall be evaluated. p. The proposed project may be subject to local and regional floodplain and regulatory requirements. q.Any permanent disturbance of existing recreation facilities must be mitigated. j 4 { SWFP 1150-2-1 3 i ' r. Interior drainage areas are an integral part of a Federal FIRM levee project. Proposed modifications to interior drainage areas must be reviewed and approved in accordance with this pamphlet. i i 6.Crossing Over Existing Levees at Grade. Crossing over levees at grade is not a preferred method, but will be considered as an option if site conditions dictate this is the only cost effective alternative. a.The Sponsors, at their discretion, may not allow any proposed crossings at grade over existing levees. b. No excavation or notching will be performed into or on the levee,or within the levee template. c.Topsoil shall be stripped from the levee and the utility line placed up and over the levee template slopes at grade. This will require rather abrupt line grade changes at the levee crest. The new line shall be covered by placing new fill uniformly on the slopes and the top of the levee and sloped away from the line and parallel to the longitudinal axis of the levee. Provide a minimum of 2 feet of cover over the new line. The slope of the fill covering the new line shall be 1 vertical on 20 horizontal,or flatter longitudinally along the levee crest and slopes. The topsoil shall then be replaced, all disturbed areas shall be seeded or sodded to establish turf,and any damage to levee access roads shall be repaired. During construction,the ability to flood fight within the impacted area shall not be impaired. d. All valves located within 15 feet of either side of the toe of the levee shall be provided in a concrete box enclosure with a manhole type cover. Valve boxes located within the project shall be underground and flush with the surface. If the valve box is placed in the levee crest,the bottom of the excavation shall not be lower than 1 foot above the design water surface elevation. Fill shall be uniformly placed to slope away from the top of the valve box. If possible,all valves shall be placed on the landside of levees a minimum of 15 feet from the levee toe. j e. All manholes located within the Federal project and having rim elevations below the design water surface elevation shall have bolted, watertight covers in accordance with Title 30,Texas Administrative Code. 7.Pipe Crossing Under Levees with Open Excavation. This is the least preferred alternative because of the added risk during construction and will be evaluated accordingly if it is the selected alternative. a. Provide a temporary ring levee (cofferdam)on the riverside of the existing levee at the location of the subject crossing at the same crest elevation as the existing levee. This ring levee shall have a minimum crest width of 10 feet and side slopes of 1 vertical on 3 horizontal or flatter. Construct the temporary cofferdam of impervious materials according to the provisions specified in Paragraph 5j. b. When the temporary ring levee is complete, excavate through the main levee using 1 vertical on 3 horizontal cut slopes.. The toe of the main levee and cofferdam or ring levee shall be a minimum of 20 feet(measured horizontally)from the top edge of the excavation. c. Generally,sources for borrow materials shall not be located within the limits of the project right-of-way. In addition,depending on the type of soil, and whether or not pervious materials or unstable materials exist in the foundation of the existing levee, it maybe desirable to limit the depth of 5 SWFP 1150-2-1 i excavation or specify a minimum distance from the landside toe of the levee. Ail excavated slopes shall be properly designed and the drawings sealed by a registered professional engineer. d.After the line has been placed, the open excavation shall be backfilled in accordance with Paragraph 5j. When backfill operations are completed, the entire foundation area to be occupied by the replaced levee fill shall be scarified, plowed, and/or harrowed to a depth of 6 inches, and then compacted by at least 16 complete passes of the tamping roller or to 95 percent modified density, whichever is more rigorous. e. Accomplish levee replacement by placing fill in 6-inch lifts and compacting by not less than 8 complete passes of a tamping roller or at least 95 percent modified density. After compaction, the moisture content shall be within the limits of 3 percentage points above optimum to 2 percentage points below optimum moisture content. f. Determine the in-place moisture content and density of the levee fill on a frequency of about one sample for each 500 cubic yards of backfill placed in the levee, g.When the breached levee has been reconstructed to its original alignment and grade, the temporary ring levee shall be removed and all disturbed surfaces shall be finish-graded and turfed by seeding or solid sodding. h.All manholes located within the Federal project having rim elevations below the design water surface elevation shall have bolted,watertight covers in accordance with Title 30,Texas Administrative Code. i. For pipelines, install a control structure to prevent water from the levee riverside flowing through t the pipeline to the levee landside. If the control structure is located on the riverside of a levee, it must be accessible during any flood stage of the river or stream and in all weather conditions. Controls may l be automated, however, there must be manual override capability at all structures. j. Gravity storm drains discharging into an existing Federal floodway or channel shall be provided with automatic flap gate(s)at the discharge end of the line and shall have energy dissipaters, as required. The Sponsor, as per written agreement, shall be responsible for inspection and maintenance of all drainage structures to ensure proper operation of the flap gates or other features. l k. Use monolithic conduits or conduits with watertight joints under the levee and levee template. 8. Pipe Crossing Under Levees with Boring or Jacking of Sleeves. The sequence of work shall be as follows: a. Excavate the boring and jacking pit(which must be on the landside outside the projected toe of the levee template slope). b. Bore and jack the sleeve to a point beyond the projected riverside toe of the levee template slope. HI 6 SWFP 1150-2-1 ( c. If the difference in the diameters of the bore and sleeve exceeds 3 inches,the annular space shall be pressure grouted with bentonite slurry. i 1 d. Place the product line in the sleeve. e. Pressure grout the product line in sleeve with bentonite slurry. f. Excavate the pit on the riverside and construct a manhole with gate valve placed on inside face of manhole away from channel. Tie the line from the sleeve under the levee and into the manhole with a gate valve. g.Tie the line from the sleeve under the levee and into a manhole on the landside. h. During work on items 8.a through 8.g, a plug will be required. The plug shall be placed and braced at the open end of the sleeve and pipe located in the jacking pit at the close of work each day. This plug must remain in place until the gate valve is installed and connections made to ensure protection from j flooding from the river. 9. Pipe Crossing with Horizontal Directional Drilling Under Levees and Channels. a. Detailed contractual drawings, plans, procedures,and engineering calculations shall be provided to CESWF for review(see Reference 4.a,CPAR-GL-98-1 for guidelines on directional drilling). These must include all the requirements of Paragraph 5 and the following additional items: (1) Inside diameter of the final bore hole and outside diameter of the product casing, (2) Detailed description of construction and horizontal boring methods to be utilized, (3) If the difference in the diameters of the final bore and product casing exceeds 3 inches, provide the method of pressure grouting the annular space between the outside of the product casing and the inside of the bore to prevent seepage under the levee template during maximum river stages, w (4)A profile of the proposed line showing alignment(including location of the river and levees), _ (5) Location of entry and exit points, location,elevations and proposed clearances for all utility crossings and structures, (6) Right-of-way lines, property,and other utility right-of-way or easement lines, (7) Depth under the base of the levee, depth of the line under the river channel,and location of both ends of the string. If the proposed depth of the pipe string,directly below the base of the levee is less than 30 feet,then detailed engineering calculations sealed by a registered professional engineer shall be provided for review. These calculations must show a minimum 1.5 factor of safety against hydro-fracturing to be acceptable. b. Develop and provide a quality control plan for the project that includes the maximum allowable drilling pressure,gage calibration method, and specific responsibility for assuring that the pressure is not 7 I SWFP 1150-2-1 9 exceeded. During the drilling process, the pressure in the borehole must be monitored to ensure that the operational drilling pressures remain within the safe limits to prevent soil fracturing. The narne of the party responsible for monitoring the work must be specified. c.The minimum clearance distance from the top of the proposed pipe encasement to the bottom of the existing Federal channel project or to the bottom of the existing streambed shall be 7 feet (whichever is lower). All crossings shall comply with the applicable requirements of Texas Administrative Code, 10. Buried tines Parallel to Levees and Channels. a. Buried lines parallel to a levee (on either the riverside or the landside) will not be allowed where the final location of the buried line will be within the extended template of the levee. For example, a line buried S feet deep must be at least 15 feet away from the toe of a levee with a 1 vertical on 3 horizontal slope. b. Sumps, ditches, swaies,or other project features crossed by the buried line shall be restored to their pre-construction condition. t f c. Buried lines parallel with the channel bank must be at least 25 feet from the projected river channel slope template. ( s d. When a proposed buried line crosses an existing pump station outfall or other feature that necessitates an aerial crossing, place the line on piers with the piers aligned to provide minimal obstruction to flow within the outfall channel and designed to catch minimal debris, The preferred alternative would be to place the line under the discharge channel and encase it with concrete. Extend ( the encasement a minimum of 5 feet beyond the top of the channel side slopes. j. j 11. Crossings of Levees and Channels. i a. Bridges. j ( (1)The preferred alternative is for the bottom of low steel(or low chord)of the bridge to be 15 feet above the design levee crest elevation or the existing levee crest,whichever is higher. Alternatives to the 15 feet clearance will be considered on a case-by-case basis if 1S feet is not feasible. Notching into the levee will be not be allowed. (2) Proposed new bridges should be designed to minimize the number of bents located within the template of the levee. If bridge piers are required in the levee template, extensive investigation and analyses(seepage and stability) based on site specific conditions will be required to show any potential impacts that the piers may have on the levee. Driving of piles within the template of the levee will not be allowed. l (3) Bridges will not be located where their construction will block maintenance access roads presently located within the project. If maintenance roads are blocked due to the design or construction of a proposed bridge, new maintenance roads must be provided. j r 8 SWFP 1150-2-1 s (4)All storm water runoff from bridge decks must be piped to grade to prevent erosion within the existing Federal project. i (5) Revetment slope protection must be provided from the top of the levee to the levee toe within the shadow line of the bridge. i (6)The bridge must be designed to minimize the number of piers within the existing Federal i project. If the new bridge is within 500 feet of an existing bridge, the proposed new piers should be in alignment with the adjacent bridge. i (7) Provide a minimum freeboard between the low point of the bridge crossing and the design i water surface elevation of three feet or to the top of the levee at the bridge location,whichever is higher. (8)Any obstruction caused by the proposed bridge and its piers shall not significantly reduce the hydraulic conveyance of the existing Federal project. (9)Submit final plans and hydraulic computations to indicate that the proposed project would not reduce the hydraulic conveyance of the existing Federal project. The analysis shall include a comparison of With-Project Conditions and Baseline Conditions. (10) Projects crossing navigable waterways shall require a U.S. Guard permit. Clearances and requirements shall be as directed by the U.S.Coast Guard. y b.Crossings Under Rivers and Channels by Open Excavation. This is not the preferred alternative but will be considered as an option if site conditions dictate that this is the only cost effective 's alternative. t (1)The minimum clearance distance from the top of the pipe encasement to the existing river bottom elevation or to the existing channel bottom shall be 7 feet, per Texas Administrative Code. s (2)Sufficiently anchor or encase the line to prevent floatation. (3) Backfill the excavation with material similar to that excavated. If soil is excavated, backfill with compacted impervious fill material. If rock is excavated, backfill with concrete. a- w (4) Generally, no cofferdam fill crossings shall be allowed in water greater than 6 feet in depth. Cofferdam fill crossings in water greater than 6 feet may be allowed if geotechnical and structural designs prove that sheet piling would not be a viable method. c.Aerial Crossings for Rivers and Channels. (1) Provide a minimum freeboard of three feet between the low point of the crossing and the design water surface elevation. ) (2)The obstruction caused by the supporting structure and its piers shall not significantly reduce the carrying capacity of the river or channel. No longitudinal cross bracing will be used. 9 1 SWFP 1150-2-1 i 5 3 (3)Submit final plans and hydraulic computations to indicate that the proposed project would not reduce the hydraulic conveyance of the river, stream, or existing Federal channel project. i (4) Projects crossing navigable waterways shall require a U. S. Coast Guard permit. Clearances j and requirements shall be as directed by the U.S. Coast Guard. 12. Headwalls, Chutes,Gate Valves, Flap(Automatic)Gates, etc. a. Install headwalls, gate valve structures, flap (automatic)gates, and other types of outfall structures in such a manner to prevent obstruction of flow or creation of scouring conditions within the project. All headwalls must transition with the appropriate slopes and all flow discharge points must be at the flow line of a channel or ditch,or at the normal water surface. Chutes will not be allowed unless they are the only viable alternative. b. All structures shall be installed in such a manner to prevent or minimize operation and maintenance problems. j 13. Pump Discharge Pipelines Over Levees. P I a. The invert of the discharge shall be at the toe of the protective works(levee) and shall be free-vented at the highest point. For very large lines, deviation from these criteria may be considered, however, under no condition shall excavation be permitted into the levee. See Paragraph 6 for requirements for crossing over a levee on grade. i b. Flap(automatic)gates are not required at the outfall of the discharge lines. 14. Electrical and Telephone Criteria for Overhead Wire Crossings. a.The Sponsor may require directional boring under the levee as opposed to an overhead crossing. b. No structure (poles or otherwise)shall be located closer than 15 feet from the toe of any levee. c. No structure(poles or otherwise)shall be located closer than 15 feet from the top of any channel slope. d. Provide a minimum vertical clearance of 28 feet between the crown of the levee and the low point of the sag of the wire where it crosses the levee,computed under the most adverse conditions of i temperature,wind, and other loading. e. Provide a minimum vertical clearance of 28 feet between the natural ground and the low wire at the low point of the sag in the area of the project channel, or three feet above the project design water surface level,whichever is higher(check the National Electrical Code for minimum clearance of high voltage lines.) i f. Locate guy wires and anchors in such a manner that they do not interfere with the operation and maintenance of the existing Federal channel,levees, or related structures. No anchors may be placed on the levee. i 10 SWFP 1150-2-1 j 15. Low Darns or Diversion of Flows. a.Submit plans, hydraulic and structural computations,and specifications for low dams or other obstructions.for review prior to the construction of any type dam structure in a project area. These plans will be reviewed to determine the hydraulic and structural impacts of the proposed construction within the project. Prior to an extensive engineering study for any type of water barrier within a Federal project,the Sponsor and CESWF will review the concept plan, proposed location, and purpose. b. Diversion of flows into or out of a project area shall be reviewed to evaluate adverse hydraulic or structural impacts. 16. Process for Abandoning Existing Pipelines. a. Requests to abandon existing buried pipelines within a project shall be submitted in writing to the Sponsor and CESWF. No buried line within a project may be abandoned without the review and approval of the Sponsor and CESWF, b.As a minimum,the portion of the abandoned pipeline under a levee shall be completely filled with concrete or grout to prevent seepage through the abandoned line during flood conditions. c.Abandoned buried pipelines that are located on project property, but are not located under a levee,shall be plugged at each end with concrete or grout. d.Any structures associated with abandoned buried pipelines,for example, manholes,shall be removed and the resulting hole filled and compacted in accordance with the provisions in Paragraph 4j. e.Aboveground abandoned pipelines shall be removed from the project right-of-way, including any associated structures. 17. Construction of Recreation Facilities. Submit plans to the Sponsor and CESWF for review and approval on any proposed recreation type facilities. Each plan shall include hydraulic computations and will be reviewed for individual and cumulative effects to determine if the proposed construction would x. produce adverse effects on an existing or approved project area. If adverse effects on the carrying ti capacity of the project are determined,the project will be disapproved. The Sponsor may construct minor recreation improvements as needed providing final as-built plans are submitted to CESWF. 18.Trees and Other Vegetation. a. Background. The integrity of levees and,floodwalls,and other critical structures is paramount to the public health, safety,and welfare. The presence of undesirable vegetation can undermine that integrity and may lead to system failure if not corrected. Trees and other vegetation, such as shrubs and vines, may create both structural,and seepage instabilities, prevent adequate inspection,surveillance and monitoring, and create obstacles to operation, maintenance, repairs, and flood fighting activities. b.Vegetation Free Zone. The Vegetation Free Zone(VFZ) is defined as the three-dimensional space that surrounds and encompasses levees and,'floodwalls where no vegetation,except short grass cover, is permitted. The VFZ is required to insure acceptable project performance under all design conditions, , and must be of sufficient dimension to provide access for surveillance, inspection, monitoring, 11 (;SWFP 1150-2-1 i maintenance, repairs(routine and emergency, including slide repairs), and floodfighting, Accessibility is essential to the reliability of FRM projects,therefore, the VFZ must be accessible by personnel and equipment at all times. This includes four-wheel-drive vehicles,as well as larger equipment, such as tractors, bulldozers, and dump trucks. Figure 2 and Figure 3 illustrate the limits of typical vegetation free zones associated with levees and floodwalls. The minimum width of the VFZ includes the entire cross-section of levees and floodwails, plus 15 feet clear distance on each side. The width of the VFZ shall be measured from the centerline of the tree trunk, or plant stem,to the limit of the levee cross- section or floodwall. RIVERSIDE LANaSIDE VEGETATION FREE ZONE B' Mw ✓- TYRICCAL LEVEE1� 4 CROSS-SECTION 8' MIN. IB' _ i 1 Figure 2. Levee Vegetation Free Zone RIVEnIDE 13`MIN C-15' MIN LAND4IDE e Ft.aoD WALL MINIMUM YEGETAM NJ- MINIMUM VEGETAnON- I a,MIN. FREE ZONE FREE 20NE 1 =4._ Figure 3. Floodwall Vegetation Free Zone c.There may be additional restrictions on tree plantings,depending on soil conditions,access and repair buffers, local tree types,and levee performance history(see Reference 4.t, ETL 1110-2-571). i CHARLES H. KLINGE Colonel,US Army E Commanding 12 ( SWFP 1150-2-1 r