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Home My WebLink AboutContract 46789 (3)CITY SECRETAI 4(, CONTRACT NO. 41 FORT WORTH CITY SECRETARY '--1.41111/111rI�" D.O.E. ALE CONTRACTOR'S BONDING CO. PROJECT MANUAICONSTRUCTION'S COPY FOR �`�., THE CONSTRUCTION o"FIENT DEPARTMENT CULTURAL DISTRICT/WILL ROGERS SANITARY SEWER IMPROVEMENTS, PART 4 — MONTGOMERY ST. Sewer Project No. P266-707170146889 City Project No. 01468 Betsy Price David Cooke Mayor City Manager John Robert Carman Director, Water Department Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth 2015 Kimley>» Horn Texas Registered Engineering Finn F-928 KHA No. 061018069 RECEIVED JUN 25 2015 ,�P�E OF•rF 57/t(715 ' c,.••'••• ., F i SEAN MASON i ,t t•••� 110102 : ; OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX M&C Review Page 1 of 4 Official site of the City of Fort Worth, Texas CITY COUNCIL AGENDA Fogy T I COUNCIL ACTION: Approved on 6/16/2015 - Resolution No. 4483 DATE: 6/16/2015 REFERENCE C-27350 LOG NAME: NO.: CODE: C TYPE: NON- PUBLIC CONSENT HEARING: 60CULTDISTWRP4- SJLOUIS NO SUBJECT: Authorize Execution of a Contract with S.J. Louis Construction of Texas Ltd., in the Amount of $1,645,417.20 for Cultural District/Will Rogers Water and Sanitary Sewer Improvements, Part 4, on Montgomery Street, Provide for Project Costs and Contingencies for a Project Total of $1,772,417.20 and Adopt Reimbursement Resolution (COUNCIL DISTRICT 7) 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 $1,645,417.20 for Cultural District/Will Rogers Water and Sanitary Sewer Improvements, Part 4; and 2. Adopt the attached resolution expressing the official Intent to Reimburse expenditures with proceeds of future debt for the Cultural District/Will Rogers Water and Sanitary Sewer Improvements, Part 4 Project. DISCUSSION: On September 9, 2010, (M&C C-24094) the City Council authorized an Engineering Agreement with Kimley-Horn and Associates, Inc., to prepare the plans and specifications for the Cultural District/Will Rogers Water and Sanitary Sewer Improvements. This Mayor and Council Communication (M&C) is to authorize a construction contract for sanitary sewer improvements on Montgomery Street (Byers Avenue to Harley Avenue) to accommodate the proposed parking garage to serve the Fort Worth Multi -Purpose Arena at Will Rogers Memorial Center and will allow for the abandonment of existing sanitary sewer mains that are in direct conflict with the garage. This expenditure will be part of the $225 million commitment by the City of Fort Worth to the Multi -Purpose Arena and is ultimately intended to be funded through Project Finance Zone No. 1. The project was advertised for bid on April 30, 2015 and May 7, 2015 in the Fort Worth Star -Telegram. On May 21, 2015, the following bids were received: BIDDER AMOUNT S.J. Louis Construction of Texas, Ltd I$1,645,417.20 William J Schultz, Inc. dba Circle C $2 003,485.00 Construction Inc. North Texas Contracting, Inc. $2,388,410.00 Atkins Brothers Equipment Co., Inc. $3,363,060.00 In addition to the contract amount, $77,000.00 is required for construction staking, inspection and material testing and $50,000.00 is provided for project contingencies. Upon approval of this M&C, appropriations for the Cultural District/Will Rogers Water and Sanitary Sewer Improvements for the Project, including Part 4, will consist of the following: TIME OF COMPLETION 150 Calendar Days http://apps.cfwnet.org/councilpacket/mc review. asp?ID=2 1 21 7&councildate=6/1 6/20 1 5 6/17/2015 M&C Review Page 2 of 4 IKimley-Horn and Associates, Inc. IS.J. Louis Construction -Cultural Part 1 1S.J. Louis Construction -Cultural Part 2 IS.J. Louis Construction -Cultural Part 3 IS.J. Louis Construction -Cultural Part 4 Construction Staking, Project Management, Material Testing inspection, As -built Mapping and Contingencies (Total II$1,380,315.00 II$2,630,734.20 II$1,480,349.05 II$2, 964, 047.90 II$1,645,417.20 $1,209,616.80 II$11,310,480.15I This project is anticipated to be included in a future debt issue for the Arena or in a future revenue bond issue for the Water and Sewer Fund or to be cash -funded from Project Finance Zone No. 1. If arena - related bonds are issued to include this project, that debt will be paid from Project Finance Zone No. 1. 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 until debt is issued or until cash is available from Project Finance Zone No. 1. 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. 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 to the 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 for this specific project, the project will be funded from 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 of this resolution does not obligate the City to sell bonds, but preserves the ability to reimburse the City from tax- exempt bond proceeds. Encumbrances Fund Existing Additional Revised and Remaining Appropriations Appropriations Appropriations Expenditures Balance Water Capital Projects $6,327,411.39 $0.00 $6,327,411.39 $6,256,891.01 $70,520.38 Fund (P265) Sewer Capital Projects $3,210,651.56 $ 0.00 $3,210,651.56 $3,128,420.88 $ 82,230.68 Fund (P275) 2017 Water 0.00 $1,772,417.20 $1,772,417.20 $ 0.00 $1,772,417.20 and Sewer Revenue http://apps.efwnet.org/couneil_packet/mc review. asp?ID=2 1 21 7&councildate=6/1 6/201 5 6/17/2015 M&C Review Page 3 of 4 Bonds Capital Project Fund (P266) Project $9,538,062.95 $1,772,417.20 $11,310,480.15 $9,385,311.89 $1,925,168.26 Total Construction is anticipated to commence in July 2015. With a contract time of 150 calendar days, the construction is estimated to be complete by the end of November 2015. M/WBE OFFICE - S.J. Louis Construction of Texas Ltd., is in compliance with the City's BDE Ordinance by committing to eight percent MBE participation and documenting good faith 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 bids. The City's MBE goal on this project is 11 percent. The project is located in COUNCIL DISTRICT 7, Mapsco 76H. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that appropriations are available 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 Cultural District/Will Rogers Water and Sanitary Sewer Improvements, Part 4 Project for this contract, as depicted in the table: Fund 2017 Water and Sewer Revenue Bonds Capital Project Fund Available Appropriation Amount Transfer Remaining Available Appropriation Amount $53,177,006.06 $1,772,417.20 $51,404,588.86 TO Fund/Account/Centers FROM Fund/Account/Centers P266 531200 707170146852 $12,000.00 P266 531350 707170146852 $10.000.00 P266 531200 707170146884 $10,000.00 P266 531350 707170146884 $7,000.00 P266 511010 707170146880 $7.000.00 P266 531350 707170146891 $2,000.00 P266 511010 707170146892 $2,000.00 P266 511010 707170146893 $2,000.00 P266 531350 707170146885 $25.000.00 P266 541200 707170146889 $1.695,417.20 P266 485114 601159990100 $1,722,417.20 Submitted for City Manager's Office bv: http://apps.cfwnet.org/council packet/mc_review.asp?ID=21217&councildate=6/16/2015 6/17/2015 M&C Review Page 4 of 4 Oriainatina Deaartment Head: Additional Information Contact: Fernando Costa (6122) John Carman (8246) John kasavich (8480) ATTACHMENTS 60CULTDISTWRP4 SJLOUIS revised map.pdf Cultural District - Will Roaers Water and Sewer Improvements Part 4 REIMB RESOLUTION.pdf http://apps.cfwnet.org/councilpacket/mc_review.asp?ID=21217&councildate=6/16/2015 6/17/2015 City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 - 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 00 05 10 Mayor and Council Communication 00 05 15 Addenda 00 11 13 Invitation to Bidders 00 21 13 Instructions to Bidders 00 35 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 00 43 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 00 45 11 Bidders Prequalifications 00 45 12 Prequalification Statement 00 45 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 00 45 41 Small Business Enterprise Goal 00 52 43 Agreement 00 61 13 Performance Bond 00 61 14 Payment Bond 00 61 19 Maintenance Bond 00 61 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 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule 01 32 33 Preconstruction Video 01 33 00 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 55 26 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 74 23 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 Page 1 of 4 CULTURAL DISTRICT/ WILL ROGERS, PART 4 — MONTGOMERY ST. City Project No. 01468 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 4 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 33 - Utilities 33 05 20 33 05 21 33 05 22 33 05 23 33 05 24 33 05 30 33 05 41 33 05 42 33 05 43 33 31 13 Auger Boring Tunnel Liner Plate Steel Casing Pipe Hand Tunneling Installation of Carrier Pipe in Casing or Tunnel Liner Plate Location of Existing Utilities Shaft Excavation and Support Water Control for Shaft and Tunnel Construction Portal Stabilization Fiberglass Reinforced Pipe for Gravity Sanitary Sewers Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htps://proiectpoint.buzzsaw.con/client/fortworthgov/Resources/02%20- %20Construction%20Documents/Specifications Division 02 - 02 41 13 02 41 14 02 41 15 Division 03 - 03 30 00 03 34 13 03 34 16 03 80 00 Existing Conditions Selective Site Demolition Utility Removal/Abandonment Paving Removal Concrete Cast -In -Place Concrete Controlled Low Strength Material (CLSM) Concrete Base Material for Trench Repair Modifications to Existing Concrete Structures Division 31 - Earthwork 31 25 00 Erosion and Sediment Control Division 32 - Exterior Improvements 32 01 17 32 01 29 32 12 16 32 13 13 32 13 20 32 16 13 32 17 23 32 92 13 Permanent Asphalt Paving Repair Concrete Paving Repair Asphalt Paving Concrete Paving Concrete Sidewalks, Driveways and Barrier Free Ramps Concrete Curb and Gutters and Valley Gutters Pavement Markings Hydro -Mulching, Seeding, and Sodding CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 CULTURAL DISTRICT/ WILL ROGERS, PART 4 — MONTGOMERY ST. City Project No. 01468 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Division 33 33 01 30 33 01 31 33 04 50 33 05 10 33 05 13 33 05 14 33 05 17 33 05 26 33 05 30 33 11 05 33 31 20 33 31 50 33 39 10 33 39 20 33 39 60 Division 34 - 34 71 13 Appendix GC-4.02 GC-4.06 GC-6.06.D GC-6.07 GR-01 60 00 Utilities Sewer and Manhole Testing Closed Circuit Television (CCTV) Inspection Cleaning of Sewer Mains Utility Trench Excavation, Embedment, and Backfill Frame, Cover and Grade Rings Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade Concrete Collars Utility Markers/Locators Location of Existing Utilities Bolts, Nuts, and Gaskets Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe Sanitary Sewer Service Connections and Service Line Cast -in -Place Concrete Manholes Precast Concrete Manholes Epoxy Liners for Sanitary Sewer Structures Transportation Traffic Control Subsurface and Physical Conditions Hazardous Environmental Condition at Site Minority and Women Owned Business Enterprise Compliance Wage Rates Product Requirements END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2013 Page 3 of 4 CULTURAL DISTRICT/ WILL ROGERS, PART 4 — MONTGOMERY ST. City Project No. 01468 ADDENDUM NO. 1 CITY OF FORT WORTH WATER DEPARTMENT CULTURAL DISTRICT / WILL ROGERS SANITARY SEWER IMPROVEMENTS, PART 4 — MONTGOMERRY ST City Project No. 01468 DOE No. 7453 Addendum No. 1 Issue Date: May 15, 2015 Bid Receipt Date: May 21, 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 receipt of the Addendum in the Bid Proposal and on the outer envelope of your bid. CLARIFICATIONS ® Schedule o Project is under an accelerated schedule in order to abandon the existing 21-inch sanitary sewer line east of Montgomery St. located under the footprint of the proposed Will Rogers Arena parking garage. The parking garage construction is anticipated to begin in November of 2015. The Contract Time listed in the Contract Documents was established to allow completion of the proposed 24-inch sanitary sewer line in Montgomery St. prior to commencement of parking garage construction. o To facilitate the accelerated schedule, the Contractor's Shop Drawings and proposed Construction Schedule should be submitted to the City for review no later than 14 days after the City Council award date. This project is tentatively scheduled for award at the June 16, 2015 City Council meeting, allowing for a July 6, 2015 Notice to Proceed. SPECIFICATIONS • REPLACE Section 00 45 40 - Minority Business Enterprise Goal as attached o CLARIFICATIONS: ® Section 00 45 40 has been replaced with the revised standard form requiring submittal of MBE documents to City two City business days after bid opening date. ADDENDUM NO. 1 ADDENDUM NO. 1 CONSTRUCTION PLANS ® Sheet 2 — Project Specific Notes o Project Specific Note 5 ADD the following: 5. CONTRACTOR SHALL PROVIDE A BASELINE SCHEDULE (TIER 3) PER SECTION 01 32 16 AND SHOP DRAWINGS PER SECTION 01 33 00 NO LATER THAN 14 DAYS AFTER THE AWARD DATE. SCHEDULE SHALL BE UPDATED WEEKLY AND SUBMITTED TO THE CITY. ANY CHANGES TO THE CONSTRUCTION SEQUENCING WILL REQUIRE A MEETING 1 WEEK PRIOR TO CONSTRUCTION WITH ENGINEER, CITY INSPECTOR, AND CrrY PROJECT MANAGER. All other provisions of the contract documents, plans and specifications shall remain unchanged. Failure to return a signed copy of the addendum 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 submittal. RECEIPT ACKNOWLEDGED:�� y B OAd 1,41'tu{,ne�v Les V. Wh an, General Manager Company: S .1 I olds C:nnstriirtinn of Texas,Ltd. Water Department John Robert Carman Director ii By: r' ' l .4f t; Tony Sholola, P.E. Engineering Manager (Water Dept.) ADDENDUM NO. 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 00 45 40 - 1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page 1 of I 1 SECTION 00 45 40 2 MINORITY BUSINESS ENTERPRISE GOAL APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE subcontracting goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOAL The City's MBE goal on this project is 11% of the total bid (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Waiver documentation. Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non- responsive. Any questions, please contact the M/WBE Office at (817) 392-6104. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in person to the appropriate employee of the Managing Department and obtain a date/time receipt, Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed copy will not be accepted, 1. Subcontractor Utilization Form, if goal received by 2:00 p.m., on the second City business days after is met or exceeded: the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 2:00 p.m., on the second City business days after Utilization Form, if participation is less the bid opening date, exclusive of the bid opening date. than stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if firm will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilizing a joint venture to meet or exceed goal. received by 2:00 p.m., on the the bid opening date, exclusive received by 2:00 p.m., on the the bid opening date, exclusive received by 2:00 p.m., on the the bid opening date, exclusive END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 17, 2015 second City business days after of the bid opening date. second City business days after of the bid opening date. second City business days after of the bid opening date. CULTURAL DISTRICT/ WILL ROGERS, PART 4 — MONTGOMERY ST. City Project No. 01468 0011 13-1 INVITATION TO BIDDERS Page 1 of2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 RECEIPT OF BIDS 4 Sealed bids for the construction of CULTURAL DISTRICT/ WILL ROGERS SANITARY 5 SEWER IMPROVEMENTS, PART 4 —MONTGOMERY ST — City Project No. 01468 / 6 Sewer Project No. P266-707170146889 will be received by the City of Fort Worth Purchasing 7 Office: 8 9 City of Fort Worth 10 Purchasing Division 11 1000 Throckmorton Street 12 Fort Worth, Texas 76102 13 until 1:30 P.M. CST, Thursday, May 21, 2015, and bids will be opened publicly and read aloud 14 at 2:00 PM CST in the Council Chambers. 15 16 GENERAL DESCRIPTION OF WORK 17 The major work will consist of the (approximate) following: 18 850 LF of 48-inch tunnel liner plate or 36" casing by other than open cut 19 850 LF of 24-inch sanitary sewer carrier pipe 20 290 LF of 24-inch sanitary sewer by open cut 21 75 LF of 18-inch sanitary sewer by open cut 22 35 LF of 12-inch sanitary sewer by open cut 23 165 LF of 6-inch sanitary sewer by open cut 24 25 PREQUALIFICATION 26 The improvements included in this project must be performed by a contractor who is pre- 27 qualified by the City at the time of bid opening. The procedures for qualification and pre- 28 qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. 29 30 DOCUMENT EXAMINATION AND PROCUREMENTS 31 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 32 of Fort Worth's Purchasing Division website at http://www.fortworthgov.org/purchasing/ and 33 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 34 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 35 suppliers. 36 37 Copies of the Bidding and Contract Documents may be purchased from Kimley-Horn and 38 Associates, Inc. which is as follows: Suite 950, 801 Cherry Street, Unit 11, Fort Worth, TX 39 76102 40 41 The cost of Bidding and Contract Documents is: 42 Set of Bidding and Contract Documents with full size drawings: $60 43 44 PREBID CONFERENCE 45 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 46 BIDDERS at the following location, date, and time: 47 DATE: Tuesday, May 12, 2015 48 TIME: 10:00 A.M. CST 49 PLACE: 311 W. 10th St., Fort Worth, TX 76102 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 00 11 13-2 INVITATION TO BIDDERS 1 LOCATION: Traffic Engineering Conference Room A 2 3 4 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 5 City reserves the right to waive irregularities and to accept or reject bids. 6 7 INQUIRIES 8 All inquiries relative to this procurement should be addressed to the following: 9 Attn: John Kasavich, P.E., City of Fort Worth 10 Email: john.kasavich@fortworthtexas.gov 11 Phone: 817 392 8480 12 AND/OR 13 Attn: Sean Mason, P.E., Kimley-Horn and Associates, Inc. 14 Email: sean.mason@kimley-horn.com 15 Phone: 817 335 6511 16 17 ADVERTISEMENT DATES 18 April 30, 2015 19 May7,2015 20 21 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 2 of 2 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 00 21 13 -1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 21 13 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 6 00 - GENERAL CONDITIONS. 7 8 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided) makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 33 34 3.1. All Bidders and their subcontractors are required to be prequalified for the work types 35 requiring prequalification at the time of bidding. Bids received from contractors who are 36 not prequalified (even if inadvertently opened) shall not be considered. Prequalification 37 requirement work types and documentation are as follows: 38 39 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within 40 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 41 45 11, BIDDERS PREQUALIFICATIONS. 42 43 3.2.1. Submission of and/or questions related to prequalification should be addressed to 44 the City contact as provided in Paragraph 6.1. 45 46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 2 bidder(s) for a project to submit such additional information as the City, in its sole 3 discretion may require, including but not limited to manpower and equipment records, 4 information about key personnel to be assigned to the project, and construction schedule, 5 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 6 deliver a quality product and successfully complete projects for the amount bid within 7 the stipulated time frame. Based upon the City's assessment of the submitted 8 information, a recommendation regarding the award of a contract will be made to the 9 City Council. Failure to submit the additional information, if requested, may be grounds 10 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 11 notified in writing of a recommendation to the City Council. 12 13 3.4. In addition to prequalification, additional requirements for qualification may be required 14 within various sections of the Contract Documents. 15 16 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 17 18 4.1. Before submitting a Bid, each Bidder shall: 19 20 4.1.1. Examine and carefully study the Contract Documents and other related data 21 identified in the Bidding Documents (including "technical data" referred to in 22 Paragraph 4.2. below). No information given by City or any representative of the 23 City other than that contained in the Contract Documents and officially 24 promulgated addenda thereto, shall be binding upon the City. 25 26 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 27 site conditions that may affect cost, progress, performance or furnishing of the 28 Work. 29 30 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 31 progress, performance or furnishing of the Work. 32 33 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or 34 contiguous to the Site and all drawings of physical conditions relating to existing 35 surface or subsurface structures at the Site (except Underground Facilities) that 36 have been identified in the Contract Documents as containing reliable "technical 37 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 38 at the Site that have been identified in the Contract Documents as containing 39 reliable "technical data." 40 41 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 42 the information which the City will furnish. All additional information and data 43 which the City will supply after promulgation of the foinial Contract Documents 44 shall be issued in the form of written addenda and shall become part of the Contract 45 Documents just as though such addenda were actually written into the original 46 Contract Documents. No information given by the City other than that contained in 47 the Contract Documents and officially promulgated addenda thereto, shall be 48 binding upon the City. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.6. Perform independent research, investigations, tests, borings, and such other means 2 as may be necessary to gain a complete knowledge of the conditions which will be 3 encountered during the construction of the project. On request, City may provide 4 each Bidder access to the site to conduct such examinations, investigations, 5 explorations, tests and studies as each Bidder deems necessary for submission of a 6 Bid. Bidder must fill all holes and clean up and restore the site to its former 7 conditions upon completion of such explorations, investigations, tests and studies. 8 9 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 10 cost of doing the Work, time required for its completion, and obtain all information 11 required to make a proposal. Bidders shall rely exclusively and solely upon their 12 own estimates, investigation, research, tests, explorations, and other data which are 13 necessary for full and complete information upon which the proposal is to be based. 14 It is understood that the submission of a proposal is prima -facie evidence that the 15 Bidder has made the investigation, examinations and tests herein required. Claims 16 for additional compensation due to variations between conditions actually 17 encountered in construction and as indicated in the Contract Documents will not be 18 allowed. 19 20 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 21 between the Contract Documents and such other related documents. The Contractor 22 shall not take advantage of any gross error or omission in the Contract Documents, 23 and the City shall be permitted to make such corrections or interpretations as may 24 be deemed necessary for fulfillment of the intent of the Contract Documents. 25 26 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 27 28 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 29 the site which have been utilized by City in preparation of the Contract Documents. 30 The logs of Soil Borings, if any, on the plans are for general information only. 31 Neither the City nor the Engineer guarantee that the data shown is representative of 32 conditions which actually exist. 33 34 4.2.2. those drawings of physical conditions in or relating to existing surface and 35 subsurface structures (except Underground Facilities) which are at or contiguous to 36 the site that have been utilized by City in preparation of the Contract Documents. 37 38 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 39 on request. Those reports and drawings may not be part of the Contract 40 Documents, but the "technical data" contained therein upon which Bidder is entitled 41 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 42 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 43 responsible for any interpretation or conclusion drawn from any "technical data" or 44 any other data, interpretations, opinions or information. 45 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 0021 13-4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 2 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 3 exception the Bid is premised upon performing and furnishing the Work required by the 4 Contract Documents and applying the specific means, methods, techniques, sequences or 5 procedures of construction (if any) that may be shown or indicated or expressly required 6 by the Contract Documents, (iii) that Bidder has given City written notice of all 7 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 8 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 9 etc., have not been resolved through the interpretations by City as described in 10 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 11 and convey understanding of all terms and conditions for performing and furnishing the 12 Work. 13 14 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 15 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 16 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 17 Documents. 18 19 5. Availability of Lands for Work, Etc. 20 21 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 22 access thereto and other lands designated for use by Contractor in performing the Work 23 are identified in the Contract Documents. All additional lands and access thereto 24 required for temporary construction facilities, construction equipment or storage of 25 materials and equipment to be incorporated in the Work are to be obtained and paid for 26 by Contractor. Easements for permanent structures or permanent changes in existing 27 facilities are to be obtained and paid for by City unless otherwise provided in the 28 Contract Documents. 29 30 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 31 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 32 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 33 the award of contract at any time before the Bidder begins any construction work on the 34 project. 35 36 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 37 way, easements, and/or permits, and shall submit a schedule to the City of how 38 construction will proceed in the other areas of the project that do not require permits 39 and/or easements. 40 41 6. Interpretations and Addenda 42 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 00 21 13 -5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 2 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 3 received after this day may not be responded to. Interpretations or clarifications 4 considered necessary by City in response to such questions will be issued by Addenda 5 delivered to all parties recorded by City as having received the Bidding Documents. 6 Only questions answered by formal written Addenda will be binding. Oral and other 7 interpretations or clarifications will be without legal effect. 8 9 Address questions to: 10 11 City of Fort Worth 12 1000 Throckmorton Street 13 Fort Worth, TX 76102 14 Attn: John Kasavich, P.E., Water Department 15 Fax: 817 392 8195 16 Email: john.kasavich@fortworthtexas.gov 17 Phone: 817 392 8480 18 19 20 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 21 City. 22 23 6.3. Addenda or clarifications may be posted via Buzzsaw at 24 https://proiectpoint.buzzsaw.com/fortworthgov/Infrastructure%20Proiects/01468%20- 25 %20Cultural%20District%20- 26%20Wi11%20Ro2ers%20Area%20Water%20and%20Sanitarv%20Sewer%20lmproveme 27 nts/Bid%20Package/Part%204%20-%20Montgomery 28 29 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 30 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 31 Project. Bidders are encouraged to attend and participate in the conference. City will 32 transmit to all prospective Bidders of record such Addenda as City considers necessary 33 in response to questions arising at the conference. Oral statements may not be relied 34 upon and will not be binding or legally effective. 35 36 7. Bid Security 37 38 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 39 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 40 the requirements of Paragraphs 5.01 of the General Conditions. 41 42 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 43 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 44 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 45 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 46 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 47 other Bidders whom City believes to have a reasonable chance of receiving the award 48 will be retained by City until final contract execution. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 8. Contract Times 2 The number of days within which, or the dates by which, Milestones are to be achieved in 3 accordance with the General Requirements and the Work is to be completed and ready for 4 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 5 attached Bid Form. 6 7 9. Liquidated Damages 8 Provisions for liquidated damages are set forth in the Agreement. 9 10 10. Substitute and "Or -Equal" Items 11 The Contract, if awarded, will be on the basis of materials and equipment described in the 12 Bidding Documents without consideration of possible substitute or "or -equal" items. 13 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 14 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 15 City, application for such acceptance will not be considered by City until after the Effective 16 Date of the Agreement. The procedure for submission of any such application by Contractor 17 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 18 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 19 20 11. Subcontractors, Suppliers and Others 21 22 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 23 12-2011 (as amended), the City has goals for the participation of minority business 24 and/or small business enterprises in City contracts. A copy of the Ordinance can be 25 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 26 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 27 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 28 Venture Form as appropriate. The Forms including documentation must be received 29 by the City no later than 5:00 P.M. CST, five (5) City business days after the bid 30 opening date. The Bidder shall obtain a receipt from the City as evidence the 31 documentation was received. Failure to comply shall render the bid as non- 32 responsive. 33 34 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 35 or organization against whom Contractor has reasonable objection. 36 37 12. Bid Form 38 39 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 40 obtained from the City. 41 42 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 43 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 44 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 45 price item listed therein. In the case of optional alternatives, the words "No Bid," 46 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 47 written in ink in both words and numerals, for which the Bidder proposes to do the 48 work contemplated or furnish materials required. All prices shall be written legibly. 49 In case of discrepancy between price in written words and the price in written 50 numerals, the price in written words shall govern. 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.3. Bids by corporations shall be executed in the corporate name by the president or a 2 vice-president or other corporate officer accompanied by evidence of authority to 3 sign. The corporate seal shall be affixed. The corporate address and state of 4 incorporation shall be shown below the signature. 5 6 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 7 partner, whose title must appear under the signature accompanied by evidence of 8 authority to sign. The official address of the partnership shall be shown below the 9 signature. 10 11 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 12 member and accompanied by evidence of authority to sign. The state of formation of 13 the firm and the official address of the firm shall be shown. 14 15 12.6. Bids by individuals shall show the Bidder's name and official address. 16 17 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 18 indicated on the Bid Form. The official address of the joint venture shall be shown. 19 20 12.8. All names shall be typed or printed in ink below the signature. 21 22 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 23 which shall be filled in on the Bid Form. 24 25 12.10. Postal and e-mail addresses and telephone number for communications regarding the 26 Bid shall be shown. 27 28 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 29 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 30 to State Law Non Resident Bidder. 31 32 13. Submission of Bids 33 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 34 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 35 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, 36 marked with the City Project Number, Project title, the name and address of Bidder, and 37 accompanied by the Bid security and other required documents. If the Bid is sent through the 38 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope 39 with the notation "BID ENCLOSED" on the face of it. 40 41 14. Modification and Withdrawal of Bids 42 43 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 44 withdrawn prior to the time set for bid opening. A request for withdrawal must be 45 made in writing by an appropriate document duly executed in the manner that a Bid 46 must be executed and delivered to the place where Bids are to be submitted at any 47 time prior to the opening of Bids. After all Bids not requested for withdrawal are 48 opened and publicly read aloud, the Bids for which a withdrawal request has been 49 properly filed may, at the option of the City, be returned unopened. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 0021 13-8 INSTRUCTIONS TO BIDDERS Page 8 of9 1 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 2 time set for the closing of Bid receipt. 3 4 15. Opening of Bids 5 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 6 abstract of the amounts of the base Bids and major alternates (if any) will be made available 7 to Bidders after the opening of Bids. 8 9 16. Bids to Remain Subject to Acceptance 10 All Bids will remain subject to acceptance for the time period specified for Notice of Award 11 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 12 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 13 14 17. Evaluation of Bids and Award of Contract 15 16 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 17 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 18 and to reject the Bid of any Bidder if City believes that it would not be in the best 19 interest of the Project to make an award to that Bidder, whether because the Bid is 20 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 21 meet any other pertinent standard or criteria established by City. City also reserves 22 the right to waive informalities not involving price, contract time or changes in the 23 Work with the Successful Bidder. Discrepancies between the multiplication of units 24 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 25 between the indicated sum of any column of figures and the correct sum thereof will 26 be resolved in favor of the correct sum. Discrepancies between words and figures 27 will be resolved in favor of the words. 28 29 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 30 among the Bidders, Bidder is an interested party to any litigation against City, 31 City or Bidder may have a claim against the other or be engaged in litigation, 32 Bidder is in arrears on any existing contract or has defaulted on a previous 33 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 34 Bidder has uncompleted work which in the judgment of the City will prevent or 35 hinder the prompt completion of additional work if awarded. 36 37 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 38 other persons and organizations proposed for those portions of the Work as to which 39 the identity of Subcontractors, Suppliers, and other persons and organizations must 40 be submitted as provided in the Contract Documents or upon the request of the City. 41 City also may consider the operating costs, maintenance requirements, performance 42 data and guarantees of major items of materials and equipment proposed for 43 incorporation in the Work when such data is required to be submitted prior to the 44 Notice of Award. 45 46 17.3. City may conduct such investigations as City deems necessary to assist in the 47 evaluation of any Bid and to establish the responsibility, qualifications, and financial 48 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 49 organizations to perform and furnish the Work in accordance with the Contract 50 Documents to City's satisfaction within the prescribed time. 51 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.4. Contractor shall perform with his own organization, work of a value not less than 2 35% of the value embraced on the Contract, unless otherwise approved by the City. 3 4 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 5 responsive Bidder whose evaluation by City indicates that the award will be in the 6 best interests of the City. 7 8 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 9 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 10 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 11 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 12 comparable contract in the state in which the nonresident's principal place of 13 business is located. 14 15 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 16 to be awarded, City will award the Contract within 90 days after the day of the Bid 17 opening unless extended in writing. No other act of City or others will constitute 18 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 19 the City. 20 21 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 22 23 18. Signing of Agreement 24 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 25 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 26 Contractor shall sign and deliver the required number of counterparts of the Agreement to 27 City with the required Bonds, Certificates of Insurance, and all other required documentation. 28 City shall thereafter deliver one fully signed counterpart to Contractor. 29 30 31 32 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 27, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 00 35 13 BID FORM Page 8 of 8 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also be downloaded from the website links provided below. htto://www.ethics.state.tx.us/forms/CIQ.oclf htte://www.ethics.state.tx.us/forms/CIS.edf ❑ CIQ Form is on file with City Secretary CIQ Form is being provided to the City Secretary ❑ CIS Form is on File with City Secretary CIS Form is being provided to the City Secretary BIDDER: S.J. Louis Construction of Texas,Ltd. By: Les V. Whitman 520 S. 6th Avenue t i t't Signature: / .//lei 0 t.. Mansfield,Texas 76063 Title: General Manager END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 CULTURAL DISTIRCT/ WILL ROGERS, PART 4 - MONTGOMERY S T . City Project No. 01468 CONFLICT OF INTEREST QUESTIONNAIRE For vendor or other person doing business with local governmental entity This questionnaire reflects changes made to the law by H.B. 1491, 80th Leg., Regular Session. This questionnaire is being filed in accordance with Chapter 176, Local Government Code by a person who has a business relationship as defined by Section 176.001(1-a) 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. J Name of person who has a business relationship with local governmental entity. N/A J Check this box if you are filing an update to a previously filed questionnaire. FORM CIQ OFFICE USE ONLY Date Received (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 date the originally filed questionnaire becomes incomplete or inaccurate.) Name of local government officer with whom filer has employment or business relationship. N/A Name of Officer This section (item 3 including subparts A, B, C & D) 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 CIQ as necessary. A. Is the local government officer named in this section receiving or likely to receive taxable income, other than investment income, from the filer of the questionnaire? Yes No B. Is the filer of the questionnaire receiving or likely to receive taxable income, other than investment income, from or at the direction of the local government officer named in this section AND the taxable income is not received from the local governmental entity? Yes X 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? Yes X No D. Describe each employment or business relationship with the local government officer named in this section. Signature of pe Les V. Whitman 05/21/2015 on doing business with the govemmental entity Date Adopted 06/29/2007 LOCAL GOVERNMENT OFFICER 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 Leg., Regular Session. This is the notice to the appropriate local governmental entity that the following local government officer has become aware of facts that require the officer to file this statement in accordance with Chapter 176, Local Government Code. 1] Name of Local Government Officer N/A Office Held N/A FORM CIS OFFICE USE ONLY Date Received Name of person described by Sections 176.002(a) and 176.003(a), Local Government Code N/A 41 Description of the nature and extent of employment or other business relationship with person named in item 3 N/A J List gifts accepted by the local government officer and any family member, excluding gifts described by Section 176.003(a-1), if aggregate value of the gifts accepted from person named in item 3 exceed $250 during the 12-month period described by Section 176.003(a)(2)(B) Date Gift Accepted Date Gift Accepted Date Gift Accepted 11 AFFIDAVIT N/A N/A N/A Description of Gift Description of Gift Description of Gift AFFIX NOTARY STAMP / SEAL ABOVE N/A N/A N/A (attach additional forms as necessary) I swear under penalty of perjury that the above statement is true and correct. I acknowledge that the disclosure applies to a family member (as defined by Section 176.001(2), Local Government Code) of this local government officer. I also acknowledge that this statement covers the 12-month period described by Section 176.003(a), Local Government Code. Sworn to and subscribed before me, by the said N/A N/A Signature of Local Government Officer of N/A , 20 N/A to certify which, witness my hand and seal of office. N/A Signature of officer administering oath this the N/A day N/A N/A Printed name of officer administering oath Title of officer administering oath Adopted 06/29/2007 LOCAL GOVERNMENT OFFICER CONFLICTS DISCLOSURE STATEMENT Section 176.003 of the Local Government Code requires certain local government officers to file this form. A "local government officer" is defined as a member of the governing body of a local governmental entity; a director, superintendent, administrator, president, or other person designated as the executive officer of the local governmental entity; or an employee of a local governmental entity with respect to whom the local governmental entity has, in accordance with Section 176.005, extended the requirements of Sections 176.003 and 176.004. This form is required to be filed with the records administrator of the local governmental entity not later than 5 p.m. on the seventh business day after the date on which the officer becomes aware of the facts that require the filing of this statement. A local government officer commits an offense if the officer knowingly violates Section 176.003, Local Government Code. An offense under this section is a Class C misdemeanor. Please refer to chapter 176 of the Local Government Code for detailed information regarding the requirement to file this form. INSTRUCTIONS FOR COMPLETING THIS FORM The following numbers correspond to the numbered boxes on the other side. 1. Name of Local Government Officer. Enter the name of the local government officer filing this statement. 2. Office Held. Enter the name of the office held by the local government officer filing this statement. 3. Name of person described by Sections 176.002(a) and 176.003(a), Local Government Code. Enter the name of the person described by 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 or business relationship with person named in item 3. Describe the nature and extent of the employment or other business relationship with the person in item 3 as described by Section 176.003(a), Local Government Code. 5. List gifts accepted, excluding gifts described by Section 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 by Section 176.003(a), Local Government Code) by the local government officer or family member of the officer, excluding gifts described by Section 176.003(a-1), from the person named in item 3 that in the aggregate exceed $250 in value. 6. Affidavit. Signature of local government officer. Adopted 06/29/2007 UNANIMOUS CONSENT TO ACTION IN LIEU OF ANNUAL MEETING OF THE MEMBERS AND GOVERNORS OF S. J. Louis, LLC January 28, 2015 The governors and members of S. J. Louis, LLC, by unanimous written consent, take the following action, as if a meeting had been properly called pursuant to notice and all governors and members entitled to vote on the matters presented herein had been present and voting in favor of such action. RESOLVED, that the following persons are hereby appointed or re -appointed to the offices of this Company set opposite their respective names to hold office until their respective successors are chosen and qualify: James L. Schueller Les V. Whitman David Dickerson Stephen Kohler Peter Stahl Donald Meyer Philips J. Vallakalil Jim Smith President / Chief Manager Executive Vice President / General Manager Vice President / South Texas Area Manager Vice President / North Texas Area Manager Vice President / North Texas Area Manager Chief Financial Officer / Secretary / Treasurer Secretary / Treasurer / General Counsel / Contracts Director Vice President of Equipment and Trucking There are no other officers of S. J. Louis, LLC. RESOLVED FURTHER, the Executive Vice President of the Company shall assume all duties of the President and Chief Manager in the event of the death or disability of the current President / Chief Manager, as defined in that Unanimous Consent dated January 9, 2005. RESOLVED FURTHER, that the President, Executive Vice President, and Chief Financial Officer are hereby authorized and empowered to sign all documents necessary for the performance of the business of S.J. Louis, LLC, the General Partner of S.J. Louis Construction of Texas, Ltd.. RESOLVED FURTHER, Philips J. Vallakalil 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 necessary to construct and manage construction jobs for S.J. Louis Construction of Texas, Ltd. RESOLVED FURTHER, Adam Lunsford, Justin Whitman, and Curtis Ostrander are authorized to sign Construction Bids for S. J. Louis Construction of Texas Ltd. projects. Page 1 of 2 SJ Louis LLC 1-28-15 TX Consent 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. aO,JRD OF GOVERNORS: James Schueller, Governor Paget of 2 SJ Louis LLC 1-28-15 TX Consent Fred Griffin Page 1 5/12/2015 SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: CULTURAL DISTRICT/WILL ROGERS SANITARY SEWER IMPROVEMENTS, PART 4 - MONTGOMERY ST City Project No.: 01468 Units/Sections: All 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 CULTURAL DISTRICT/WILL ROGERS, PART 4 - MONTGOMERY ST City Project No. 01468 Fred Griffin Page 2 5/12/2015 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. Sewer Interceptors, Urban and Renewal, 24-inch diameter and smaller b. Augur Boring - Greater than 24-inch diameter casing and greater (36") c. Tunneling - 36-inches - 60-inches, and 350 LF or less (48") 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 150 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 if necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 CULTURAL DISTRICT/WILL ROGERS, PART 4 - MONTGOMERY ST City Project No. 01468 Fred Griffin Page 3 5/12/2015 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. 7. Bid Submittal This Bid is submitted on 05/21/2015 by the entity named below. Respectfully submitted, Receipt is acknowledged of the Initial following Addenda: By: r �t{ t�+1 /ley' Addendum No. 1: 05/15/15 isW (Sign ture) Addendum No. 2: (Addendum No. 3: Les V. Whitman (Addendum No. 4: (Printed Name) Title: General Manager Company: S.J. Louis Construction of Texas,Ltd. Address: 520 S. 6th Avenue Mansfield,Texas 76063 State of Incorporation: Texas Email: lesw c(�silouls.com Phone: 817-477-0320 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Corporate Seal: CULTURAL DISTRICT/WILL ROGERS, PART 4 - MONTGOMERY ST City Project No. 01468 00 42 43 BID PROPOSAL Page 1 of 1 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal BidlistItem I I Specification I Unit of I Bid No. Description Section No. Measure Quantity Unit Price Bid Value SANITARY SEWER IMPROVEMENTS "IA 13305.1103 36" Casing By Other Than Open Cut 133 05 22 I LF I 850 No Bid No Bid "1B 13305.1301 48" Tunnel Liner Plate By Other Than Open Cut 133 05 21 I LF 850 $1,009.00 $857 650.00 'Contractor to provide Unit Price/Bid Value for only one of the pipe material altematives for items 1. DO NOT PROVIDE UNIT P RICE/BID VALtIE FOR EACH ALTERNATIVE 2 3305.3010 24" Sewer Carrier Pipe 33 05 24 LF 850 $360.00 $306,000.00 3 3331.4325 24" Fiberglass Sewer Pipe, CSS Backfill 33 31 13 LF 290 $466.00 $135,140.00 4 3331.4226 18" Sewer Pipe, CSS Backfill 33 31 20 LF 65 $392.00 $25,480.00 5 3331.4209 12" Sewer Pipe, CSS Backfill 33 31 20 LF 35 $163.00 $5,705.00 6 3331.4109 6" Sewer Pipe, CSS Backfill 33 31 20 LF 100 $128.00 $12,800.00 7 0241.2102 6" Sewer Abandonment Plug 02 41 14 EA 6 $100.00 $600.00 8 0241.2201 Remove 4' Sewer Manhole 02 41 14 EA 7 $1,400.00 $9,800.00 9 3213.0301 4" Conc Sidewalk 3213 20 SF 75 $6.00 _ $450.00 10 3213.0401 6" Concrete Driveway 3213 20 SF 75 $10.00 $750.00 11 9999.0000 HES Conc Pvmt Repair w/ Asphalt Overlay, Arterial/Industrial32 01 29 32 SY 700 $93.00 $65,100.00 01 17 12 3216.0101 6" Conc Curb and Gutter 321813 LF 25 $30.00 $750.00 13 3217.0002 4" SLD Pvmt Marking HAs (YJ 3217 23 LF 1140 $1.50 $1,710.00 14 _ 3217.0003 4" BRK Pvmt Marking HAS (W) 3217 23 LF 300 $1.50 $450.00 15 3217.2103 REFL Raised Marker TY II -A -A 3217 23 EA 30 $4.00 $120.00 16 3217.2104 REFL Raised Marker TY II-C-R 3217 23 EA 30 $4.00 $120.00 17 3292.0400 Seeding, Hydromulch 32 92 13 SY 15 18 3301.0001 Pre -CCTV Inspection 33 01 31 LF 2900 $2.50 $7,250.00 19 3301.0002 Post -CCTV Inspection 33 01 31 LF 1330 $1.00 $1,330.00 20 3301.0101 Manhole Vacuum Testing 33 01 30 EA 8 $100.00 $800.00 21 3305.0109 Trench Safety 33 0510 LF 1020 $0.01 $10.20 22 3305.0110 Utility Markers 33 05 26 LS 1 $500.00 $500.00 23 3305.0112 Concrete Collar 33 0517 EA 1 $600.00 $600.00 24 3339.0001 Epoxy Manhole Liner 33 39 60 VF 161 $167.00 $26,887.00 25 3339.1001 4' Manhole 333910, EA 4 $4,500.00 $18,000.00 33 39 20 28 3339.1101 5' Manhole 33 3910, EA 2 $5,800.00 $11,600.00 33 39 20 $1.00 $15.00 27 3339.1003 4' Extra Depth Manhole 33 39 10, VF 50 $94.00 $4,700.00 33 39 20 28 3339.1103 5' Extra Depth Manhole 33 39 10, VF 10 $144.00 $1,440.00 33 39 20 29 3339.1202 6' Drop Manhole w/ Interior Drop, Sta 3+04 33 3910, EA 1 $30,600.00 $30,600.00 333920 30 3339.1202 6' Drop Manhole w/ Interior Drop, Sta 5+85 33 3910, EA 1 $28,700.00 $28,700.00 33 39 20 31 3339.1202 6' Drop Manhole w/ Interior Drop, Sta 9+43 33 39 10, EA 1 $29,000.00 $29,900.00 33 39 20 32 3471.0001 Traffic Control 34 71 13 MO 5 _$1.00 $5.00 33 9999.0000 Contaminated Material Handling 01 35 43 LF 855 $1.00 $855.00 34 9999.0000 Contaminated Material Loading, Transporting, and Disposal 01 35 43 CY 1050 $52.00 $54,600.00 TOTAL SANITARY SEWER $1,640,417.20 Bid Summary Base Bid (TOTAL SANITARY SEWER 1 I I 1 $1,640,417.201 Total Base Bid $1,640,417.201 Additive Alternate Bid 1 10170.0101 Specified Remobilization (Along Mains L-2075 and L-7251R') 101 70 00 I EA 11 $5,000.001 $5,000.00 Total Additive Alternate Bidl $5,000.00 Total Bid' $1,645,417.201 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF/CAT10N DOCUMENTS Form Rained 20120120 CULTURAL. DISTRICT/ WILL ROGERS. PART 4-MONTGOMERY ST. City Project No. 01460 00 43 13 BID BOND Page 1 of 1 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: That we, (Bidder Name) called the Principal, and (Surety Name) a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and firmly bound unto the City, hereinafter called the Obligee, in the sum of Spell Out Numbers Here land No/100 Dollars ($ Numerals Here .00), the payment of which sum will be well and truly made and the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firm by these presents. Company Name Here sire hereinafter WHEREAS, the Principal has submitted a proposal to perform work for the following project of the Obligee, identified as CULTURAL DISTRICT/WILL ROGERS SANITARY SEWER IMPROVEMENTS, PART 4 - MONTGOMERY ST NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the Obligee in accordance with the terms of such proposal, then this bond shall be null and void. If the Principal fails to execute such Contract in accordance with the terms of such proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal, this bond shall become the property of the Obligee, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate Obligee for the difference between Principal's Total Bid Amount and the next selected Bidder's Total Bid Amount. SIGNED this day of By: Company Name Here *By: Surety Name Here , 2015. (Signature and Title of Principal) (Signature of Attorney -of -Fact) *Attach Power of Attorney (Surety) for Attorney -in -Fact END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Impressed Surety Seal Only CULTURAL DISTRICT/WILL ROGERS PART 4 - MONTGOMERY ST City Project No. 01468 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 6 of 8 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. / B,! The principal place of business of our company or our parent company or majority owner is (/ in the State of Texas. 0 BIDDER: S.J. Louis Construction of Texas,Ltd. By: Les V. Whitman 520 S. 6th Avenue (/ l GU'i ii ia,_- 0 (Signature) Mansfield,Texas 76063 END Ori SECTIION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Title: General Manager Date: 05/21/2015 CULTURAL DISTIRCT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 0045I1-I BIDDERS PREQUALIFICATIONS Page 1 of3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 3 lst day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/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. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 00 45 11-2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 1 2 3 4 5 6 7 00 45 11-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid the prequalified work types until the expiration date stated in the letter. 8 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 00 45 12 BID FORM Page 7 of 8 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurernent 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 Sewer Interceptors, Urban and Renewal, 24-inch diameter and smaller Augur Boring - Greater than 24- inch diameter casing and greater (36") Tunneling - 36-inches - 60- inches, and 350 LF or Tess (48") S.J. Louis Construction of Texas,Ltd. LP �c�Nfl9NCE LL C' S.J. Louis Construction of Texas,Ltd. Prequalification Expiration Date 4/30/2016 y/.3'/ZpiU 4/30/2016 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. 3IDDER: S.J. Louis Construction of Texas, Ltd. 520 S. 6th Avenue 0 Mansfield,Texas 76063 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 By: Les V. Whitman (Signature) Title: General Manager Date: 05/21/2015 CULTURAL DISTIRCT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box City Mark only one: Individual Limited Partnership General Partnership Corporation Limited Liability Company 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" 004513-2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable — Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than $6,000,000.00 in annual gross receipts OR Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. MAJOR WORK CATEGORIES Water Department _ Augur Boring - 24-inch diameter casing and less X Augur Boring - Greater than 24-inch diameter casing and greater X Tunneling — 36-Inches — 60 —inches, and 350 LF or less _ Tunneling - 36-Inches — 60 —inches, and greater than 350 LF Tunneling — 66" and greater, 350 LF and greater Tunneling — 66" and greater, 350 LF or Less _ Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller _ Water Distribution, Urban and Renewal, 8-inch diameter and smaller _ Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inches and smaller Water Transmission, Urban/Renewal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller _ Water Transmission, Urban/Renewal, 42-inches and smaller _ Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal, All Sizes _ Sewer Bypass Pumping, 18-inches and smaller _ Sewer Bypass Pumping, 18-inches — 36-inches Sewer Bypass Pumping 42-inches and larger _ CCTV, 8-inches and smaller CCTV, 12-inches and smaller _ CCTV, 18-inches and smaller CCTV, 24-inches and smaller _ CCTV, 42-inches and smaller CCTV, 48-inches and smaller CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/WILL ROGERS, PART 4 — MONTGOMERY ST. City Project No. 01468 004513-3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK 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 X 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/WILL ROGERS, PART 4 — MONTGOMERY ST. City Project No. 01468 004513-4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b) As a Sub -Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY -COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? If so, where and why? 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. Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual, name of owner and reason. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/WILL ROGERS, PART 4 — MONTGOMERY ST. City Project No. 01468 00 45 13 -5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK CAPACITY 13. If any owner, officer, director, or stockholder of your firm is an employee 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 documented medical condition. This includes foster children or those related by adoption or marriage. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/WILL ROGERS, PART 4 — MONTGOMERY ST. City Project No. 01468 CORPORATION BLOCK If a corporation: Date of Incorporation Charter/File No. President Vice Presidents Secretary Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) Except for limited partners, the individuals listed i signature authority for your firm unless otherwise authority for additional individuals, please attach corporate minutes, partnership agreement, power grants this authority. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 00 45 13 -6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 PARTNERSHIP BLOCK If a partnership: State of Organization Date of organization Is partnership general, limited, or registered limited liability partnership? File No. (if Limited Partnership) General Partners/Officers Limited Partners (if applicable) Individuals authorized to sign for Partnership n the blocks above are presumed to have full advised. Should you wish to grant signature a certified copy of the corporate resolution, of attorney or other legal documentation which CULTURAL DISTRICT/WILL ROGERS, PART 4 — MONTGOMERY ST. City Project No. 01468 004513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment $ ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 QUANTITY Various - ITEM DESCRIPTION TOTAL BALANCE SHEET VALUE TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/WILL ROGERS, PART 4 — MONTGOMERY ST. City Project No. 01468 00 45 13-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as 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 verify said statement. , being duly sworn, deposes and says that he/she 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 foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firma Name: Signature: Sworn to before me this day of Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/WILL ROGERS, PART 4 — MONTGOMERY ST. City Project No. 01468 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 01468. Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 10 11 S.J. Louis Construction of Texas,Ltd. By: 12 Company (Please Print) 13 14 520 S. 6th Avenue Signature: 15 Address 16 17 Mansfield,Texas 76063 18 City/State/Zip 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF TARRANT § 24 25 26 27 28 29 30 31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 25th 32 June , 2015. 33 34 35 36 Notary P 37 38 39 Philips J. Vallakalil END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Title: Secretary/Treasurer/General Counsel/Contracts Director (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Philips J. Vallakalil , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of Secretary/Treasurer/General Counsel/Contracts Directorfor the purposes and consideration therein expressed and in the capacity therein stated. day of is in and for the State of Tex ELIZABETH ANN ING1:A1M Notary Public, State of Texas A4y Commission Expires May 10, 2017 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 004540-1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page 1 of 1 1 SECTION 00 45 40 2 MINORITY BUSINESS ENTERPRISE GOAL 3 APPLICATION OF POLICY 4 If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal 5 may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE 6 subcontracting goal is not applicable. 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 10 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 11 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 12 13 MBE PROJECT GOAL 14 The City's MBE goal on this project is 11% of the total bid (Base bid applies to Parks and 15 Community Services). Note: If both MBE and SBE subcontracting goals are established for this 16 project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be 17 deemed responsive. 18 19 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 31 32 33 34 35 1. Subcontractor Utilization Form, if goal is met or exceeded: 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if firm will perform all subcontracting/supplier work: 5. Joint Venture Form, if utilizing a joint venture to meet or exceed goal. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in person to the appropriate employee of the Managing Department and obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the time allocated. A faxed copy will not be accepted. received by 2:00 p.m., on the second City business days after the bid opening date, exclusive of the bid opening date. received by 2:00 p.m., on the second City business days after the bid opening date, exclusive of the bid opening date. received by 2:00 p.m., on the second City business days after the bid opening date, exclusive of the bid opening date. received by 2:00 p.m., on the second City business days after the bid opening date, exclusive of the bid opening date. received by 2:00 p.m., on the second City business days after the bid opening date, exclusive of the bid opening date. 36 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 17, 2015 CULTURAL DISTRICT/ WILL ROGERS, PART 4 — MONTGOMERY ST. City Project No. 01468 005243-1 Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on June 16, 2015 is made by and between the City of Fort Worth, a 4 Texas home rule municipality, acting by and through its duly authorized City Manager, ("City"), and 5 S.J. Louis Construction of Texas,LTD , authorized to do business in Texas, acting by and through its 6 duly authorized representative, ("Contractor"). 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 for the Project 10 identified herein. 11 Article 2. PROJECT 12 The project for which the Work under the Contract Documents may be the whole or only a part is 13 generally described as follows: 14 Cultural District/Will Rogers Sanitary Sewer Improvements, Part 4 — Montgomery St. 15 City Proiect Number 1468 Sewer Proiect Number P266-707170146889 16 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents 20 are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 150 Calendar days after the date when 23 the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 24 3.3 Liquidated damages 25 Contractor recognizes that time is of the essence of this Agreement and that City will suffer 26 financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, 27 plus any extension thereof allowed in accordance with Article 12 of the General Conditions. The 28 Contractor also recognizes the delays, expense and difficulties involved in proving in a legal 29 preceding the actual loss suffered by the City if the Work is not completed on time. Accordingly, 30 instead of requiring any such proof , Contractor agrees that as liquidated damages for delay (but 31 not as a penalty), Contractor shall pay the City Six Hundred and Thirty Dollars($630.00) for 32 each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City 33 issues the Final Letter of Acceptance. m C m rr1 0 as CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 4, 2011 r OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Cultural District/Wi11 Rogers Sanitary Sewer Part 4 Montgomery Street Project Number 1468 00 52 43 - 2 Agreement Page 2 of 4 34 Article 4. CONTRACT PRICE 35 City agrees to pay Contractor for performance of the Work in accordance with the Contract Documents 36 an amount in current funds ONE MILLION SIX HUNDRED FORTY FIVE THOUSAND FOUR 37 HUNDRED AND SEVENTEEN DOLLARS AND TWENTY CENTS ($1,645.417.201. 38 Article 5. CONTRACT DOCUMENTS 39 5.1 CONTENTS: 40 A.The Contract Documents which comprise the entire agreement between City and Contractor 41 concerning the Work consist of the following: 42 1. This Agreement. 43 2. Attachments to this Agreement: 44 a. Bid Form 45 1) Proposal Form 46 2) Vendor Compliance to State Law Non -Resident Bidder 47 3) Prequalification Statement 48 4) State and Federal documents (project specific) 49 b. Current Prevailing Wage Rate Table 50 c. Insurance ACORD Form(s) 51 d. Payment Bond 52 e. Performance Bond 53 f. Maintenance Bond 54 g. Power of Attorney for the Bonds 55 h. Worker's Compensation Affidavit 56 i. MWBE Commitment Form 57 3. General Conditions. 58 4. Supplementary Conditions. 59 5. Specifications specifically made a part of the Contract Documents by attachment or, if not 60 attached, as incorporated by reference and described in the Table of Contents of the 61 Project's Contract Documents. 62 6. Drawings. 63 7. Addenda. 64 8. Documentation submitted by Contractor prior to Notice of Award. 65 9. The following which may be delivered or issued after the Effective Date of the Agreement 66 and, if issued, become an incorporated part of the Contract Documents: 67 a. Notice to Proceed. 68 b. Field Orders. 69 c. Change Orders. 70 d. Letter of Final Acceptance. 71 72 CITY OF FORT WORTH STANDARD CONSTRUCTION'SPECIFICATION DOCUMENTS Revised June 4, 2011 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Cultural District/Will Rogers Sanitary Sewer Part 4 Montgomery Street Project Number 1468 005243-3 Agreement Page 3 of 4 73 Article 6. INDEMNIFICATION 74 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, 75 the city, its officers, servants and employees, from and against any and all claims arising out 76 of, or alleged to arise out of, the work and services to be performed by the contractor, its 77 officers, agents, employees, subcontractors, licenses or invitees under this contract. This 78 indemnification provision is specifically intended to operate and be effective even if it is 79 alleged or proven that all or some of the damages being sought were caused. in whole or in 80 part, by anv act, omission or negligence of the city. This indemnity provision is intended to 81 include, without limitation, indemnity for costs, expenses and legal fees incurred by the city 82 in defending against such claims and causes of actions. 83 84 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the 85 city, its officers, servants and employees, from and against any and all loss, damage or 86 destruction of property of the city, arising out of, or alleged to arise out of, the work and 87 services to be performed by the contractor, its officers, agents, employees, subcontractors, 88 licensees or invitees under this contract. This indemnification provision is specifically 89 intended to operate and be effective even if it is alleged or proven that all or some of the 90 damages being sought were caused, in whole or in part, by anv act, omission or negligence of 91 the city. 92 93 Article 7. MISCELLANEOUS 94 7.1 Terms. 95 Terms used in this Agreement which are defined in Article 1 of the General Conditions will have 96 the meanings indicated in the General Conditions. 97 7.2 Assignment of Contract. 98 This Agreement, including all of the Contract Documents may not be assigned by the Contractor 99 without the advanced express written consent of the City. 100 7.3 Successors and Assigns. 101 City and Contractor each binds itself, its partners, successors, assigns and legal representatives to 102 the other party hereto, in respect to all covenants, agreements and obligations contained in the 103 Contract Documents. 104 7.4 Severability. 105 Any provision or part of the Contract Documents held to be unconstitutional, void or 106 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining 107 provisions shall continue to be valid and binding upon CITY and CONTRACTOR. 108 7.5 Governing Law and Venue. 109 This Agreement, including all of the Contract Documents is performable in the State of Texas. 110 Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District 111 of Texas, Fort Worth Division. F— -_ OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 4, 2011 Cultural District/Will Rogers Sanitary Sewer Part 4 Montgomery Street Project Number 1468 005243-4 Agreement Page 4 of 4 112 7.6 Other Provisions. 113 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 114 classified, promulgated and set out by the City, a copy of which is attached hereto and made a part 115 hereof the same as if it were copied verbatim herein. 116 7.7 Authority to Sign. 117 118 119 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. 120 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple counterparts. 121 122 This Agreement is effective as of the last date signed by the Parties 123 124 125 126 127 128. 129 130 131 132 133 Contractor: S.J. Louis Construction of Texas, Ltd. By: vi (Signature) Les V. Whitman (Printed Name) Title: General Manager Address: 520 South 6th Ave. City/State/Zip: Mansfield, TX 76063 June 16, 2015 Date City of Fort Worth BY: .3741•1...%�L Fernando Costa Assistant City Manager Date 4,2s Attest: M. �7/Y Hay r, Ci Secretary (Seal) M&C c-21-35-0 Date: 6-/6-is' • ppro . as to Form and Legality: Alyr Douglas W. Black Assistant City Attorney APPROVAL RECOMMENDED: Andrew T. Cronberg, P.E ASST. DIRECTOR, Water Department CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 4, 2011 Cultural DistrictWiI, Ol t bittka ORD Part 4 Mont ;orp� esECRETARy Project Nwnber 14 8 FT. WORTH, TX 1 2 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT SECTION 00 61 13 PERFORMANCE BOND .§ 006113-1 PERFORMANCE BOND Page 1 of 2 KNOW ALL BY '!7EESE PRESENTS: 7 THAT WE, S.J. LOUIS CONSTRUCTIOhj OF TEXAS, LTD., KNOWN AS 8 "PRINCIPAL" HEREIN AND Liberty Mutual Insurance Company , 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 TO THE LAWS OF TEXAS, KNOWN AS "CITY" 13 HEREIN, IN THE PENAL SUM OF, ONE MILLION SIX HUNDRED FORTY FIVE 14 THOUSAND FOUR HUNDRED AND SEVENTEEN DOLLARS AND TWENTY CENTS 15 ($1.645,417.201. 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 bind ourselves, our heirs, executors, 18 administrators, successors and assigns, jointly and severally, firmly by these presents. 19 WHEREAS, the Principal has entered into a certain written contract with the City 20 awarded the June 16.2015. which Contract is hereby referred to and made a part hereof for all 21 purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories 22 defined by law, in the prosecution of the Work, including any Change Orders, as provided for in 23 said Contract designated as Cultural District/Will Rowers Sanitary Sewer Improvements, Part 4- 24 Montrromery Street.. City Proiect Number 01468. 25 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 26 shall faithfully perform it obligations under the Contract and shall in all respects duly and 27 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 28 specifications, and contract documents therein referred to, and as well during any period of 29 extension of the Contract that may be granted on the part of the City, then this obligation shall be 30 and become null and void, otherwise to remain in full force and effect. 31 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 32 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 33 Worth Division. OFFICIAL RECORD CITY SECRETARY Ft WORTH, TX CITY OF FORT WORTH Cultural District/Will Rogers Sanitary Sewer STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Part 4 — Montgomery Street City Project No. 1468 00 61 13 -2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the June 16, 2015 6 7 8 9 10 11 12 ATTEST: 13 14 15 16 17 18 19 20 21 Witness as to P v cip 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Rachel Thomas 38 39 (Principal) Secretary Witness as to Surety Philips J. Yallakalil Adam Lunsford PRINCIPAL: S.J. LOUIS CONSTRUCTION OF TEXAS, LTD. BY: / (ley G/G/GGsa�l- S`i� ature T eq V. Whitman, General Manager Name and Title Address: 520 South 6th Ave. Mansfield. TX 76063 SURETY: Liberty Mutual Insurance Company ature Jobn VTauer, Attorney -in -Fact Name and Title Address: " 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 Telephone Number: 800 862 6079 40 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 41 from the by-laws showing that this person has authority to sign such obligation. If 42 Surety's physical address is different from its mailing address, both must be provided. 43 The date of the bond shall not be prior to the date the Contract is awarded. 44 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Cultural District/Will Rogers Sanitary Sewer Part 4 - Montgomery Street City Project No. 1468 LIMLTED PARTNERSHIP ACKNOWLEDGMENT State of TEXAS ss. County of TARRANT } On this 16th T Ps V. Whitman that he/she is the General Manager day of June , 2015, before me personally appeared to me known who being by me duly sworn, 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. ELIZABETH ANN INGRAM Notary Public, State of Texas My Commission Expires May 10, 2017 State of MINNESOTA County of HENNEPIN (141( Notary Public I arrn.Ai- County, T7) L &-S My commission expires tYlal 110 i ?11 I —i ACKNOWLEDGMENT OF CORPORATE SURETY ss. } On this 16t, day of June , 2015, before me appeared John E. Tauer to me personally known, who being by me duly sworn, did say that (s)he is the Attorney -in -Fact of Liberty Mutual Insurance Comnanv 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. Tauer acknowledged said instrument to be the free act and deed of said corporation. ra • RACHEL THOMAS NOTARY PUBLIC - MINNESOTA My Commission Expires , Ste `" January 31, 2020 v ,AA,AA\hNMMMAv\A Notary Public Ramsey My commission expires County, MN 01/31/20 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 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 No. 6976365 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 Company are corporations duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws 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. Oestreich; Craig Remick; D. R. Dougherty; Donald R. Olson; Emily Keiser; Jack Cedarleaf II; Jerome T. Ouimet; John E. Tauer; Joshua R. Loftis; Kurt C. Lundblad; Lin Ulven; Linda K. French; Melinda C. Blodgett; Nicole Stillings; R. C. Bowman; R. Scott Egginton; R. W. Frank; Rachel Thomas; Sandra M. Doze; Ted Jorgensen at of the city of Minneapolis , state of MN each individually if there be more than one named, its true and lawful attomey-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 surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly 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 5th day of May 2015 American Fire and Casualty Company The Ohio Casualty Insurance Company Liberty Mutual Insurance Company West American Insurance Company w d = STATE OF PENNSYLVANIA +_+ 1- COUNTY OF MONTGOMERY m0, On this 5th day of May 2015 , before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of American Fire and a> Casualty Company, Liberty Mutual Insurance Company, The Ohio Casualty Insurance Company, and West American Insurance Company, and that he, as such, being authorized so to do, p 2 execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. ca a`> > 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. IID Rf pqA COMMONWEALTH OF PENNSYLVANIA /^ / n')G%�� -a q �yoraw�l� Notarial Seal ,/"4 -t4 ' '/ C 'N a u y v Teresa Pastella, Notary Public By: CU O w of Plymouth Twp., Montgomery County My Commission Expires March 28, 2017 Member, Pennsylvania Association of Notaries C ARTICLE XIII - 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, L and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, O ' 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 v respective powers of attomey, 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 executed such instruments shall be as binding as if signed by the president and attested by the secretary. 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 attomeys-in- fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the 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. I, Gregory W. Davenport, the undersigned, Assistant Secretary, of American Fire and Casualty Company, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attomey of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. SS By: David M. Carey:'Assistant Secretary Teresa Pastella, Notary Public This PowerofAttomey is made and executed pursuant to and by authority of the following By-laws and Authorizations of American Fire and Casualty Company, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV -OFFICERS - Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation 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, execute, 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 respective powers of attomey, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact 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 granting such power or authority. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 16th, day of FFICIAL RECORD I ITY SECRETARY FT. WORTH, TX By: June 2015 Gregory W. Davenport, Assistant Secretary LMS_12873_122013 185 of 1000 1 SECTION 00 61 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 00 61 14 -1 PAYMENT BOND Page 1 of 2 Bond No. 1 90034032 KNOW ALL BY THESE PRESENTS: 7 That we, S.J. Louis Construction of Texas. LTD., known as "Principal" herein, and 8 Liberty Mutual Insurance Company , 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 ONE NIILLION SIX HUNDRED FORTY FIVE THOUSAND FOUR 13 HUNDRED AND SEVENTEEN DOLLARS AND TWENTY CENTS ($1.645.417.201. 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the 15 payment of which sum well and truly be made, we bind ourselves, our heirs, executors, 16 administrators, successors and assigns, jointly and severally, firmly by these presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 16 day 18 of June. 2015. which Contract is hereby referred to and made a part hereof for all purposes as if 19 fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined 20 by law, in the prosecution of the Work as provided for in said Contract and designated as 21 Cultural District/Will Rogers Sanitary Sewer Improvements, Part 4 — Montgomery Street. City 22 Proiect No. 1468 23 NOW,'1HLREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (andlall) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. 31 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 • OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Cultural District/Will Rogers Sanitary Sewer Part 4 — Montgomery Street City Project No. 1468 00 61 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 June 16, 2015 3 /)‘7 Witne s as to P`nc',T1 Adam Lunsford ATTEST: See attached Power -of -Attorney (Surety) Secretary Witness as to Surety Rachel Thomas ATTEST: PRINCIPAL: S.J. LOUIS CONSTRUCTION OF TEXAS, LTD. BY: '" I 1/GC & Signature TPs V. Whitman, General Manager (Principal) Secretary Philips J. Vallakalil Name and Title Address: 520 South 6th Ave. Mansfield. TX 76063 SURETY: Liberty Mutual Insurance Company BY: Signatu johlr Tauer, Attorney -in -Fact Name and Title Address: 450 Plymouth Road, Suite 400 Plymouth Meeting. PA 19462-8284 Telephone Number: 800-862-6079 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 thebond shall not be prior to the date the Contract is awarded. 10 END OF SECTION 11 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 \ — - ..0-------------] Cultural District/Will Rogers Sanitary Sewer Part 4-Montgomery Street City Project No. 1468 CITY SECRETARY FT. !WORTH, TX LIAHTED PARTNERSHIP ACKNOWLEDGMENT State of TEXAS ss. County of TARRANT } On this 16th T es V. Whitman that he/she is the General Manager Limited Partnership described in and which executed the foregoing Board of Governors of said Limited Partnership. 7'14 ELIZABETH ANN INGRAM ,o= Notary Public, State of Texas My Commission Expires May 10, 2017 day of Jun e , 2015, before me personally appeared to me known who being by me duly sworn, of the S.J. Louis Construction of Texas. Ltd. the instrument, and that he/she signed his/her name thereto by order of the Notary Pu lice rra,. County,'�P a S My commission expires ri\nu-� to . 7 (' ACKNOWLEDGMENT OF CORPORATE SURETY State of MINNESOTA ss. County of HENNEPIN } On this 16t, day of June , 2015, before me appeared John E. Tauer to me personally known, who being by me duly sworn, did say that (s)he is the Attorney -in -Fact of Liberty Mutual Insurance Company 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. Tauer acknowledged said instrument to be the free act and deed of said corporation. RACHEL THOMAS NOTARY PUBLIC - MINNESOTA My Commission Expires January 31, 2020 wwwmAAAAAAANwA.P.Advvvvy Pt Notary Public Ramsey My commission expires County, MN 01/31/20 FFICI,L RECORD CITY SECRETARY FT. WORTH, TX ss 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 No. ss76sss 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 Company are corporations duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws 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. Oestreich; Craig Remick; D. R. Dougherty; Donald R. Olson; Emily Keiser; Jack Cedarleaf II; Jerome T. Ouimet; John E. Tauer; _ Joshua R. Loftis; Kurt C. Lundblad; Lin Ulven; Linda K. French; Melinda C. Blodgett; Nicole Stillings; R. C. Bowman; R. Scott Egginton; R. W. Frank; Rachel Thomas; Sandra M. Doze; Ted Jorgensen all of the city of Minneapolis . state of MN each individually if there be more than one named, its 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 surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly 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 stn day of May 2015 By: STATE OF PENNSYLVANIA COUNTY OF MONTGOMERY On this 5th day of May 2015 . before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of American Fire and Casualty Company, Liberty Mutual Insurance Company, The Ohio Casualty Insurance Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. 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. COMMONWEALTH OF PENNSYLVANIA 7 /1 Notarial Seal Teresa Pastella, Notary Public Plymouth Twp., Montgomery County My Commission Expires March 28, 2017 Member, Pennsylvania Association of Notaries American Fire and Casualty Company The Ohio Casualty Insurance Company Liberty Mutual Insurance Company West American Insurance Company d,„/7y4 David M. CareyrAssistant Secretary Teresa Pastella, Notary Public This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of American Fire and Casualty Company, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV —OFFICERS — Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation 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, execute, 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 respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact 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 granting such power or authority. ARTICLE XIII — 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, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, 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 respective powers of attorney, 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 executed such instruments shall be as binding as if signed by the president and attested by the secretary. 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 attorneys -in - fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the 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. I, Gregory W. Davenport, the undersigned, Assistant Secretary, of American Fire and Casualty Company, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attomey of which the foregoing is a full, true and correct copy of the Power of Attomey executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 16th, day of June , 2015 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 3y: Gregory W. Davenport, Assistant Secretary cc 13 u) N a) .01 ca c O vN >`W d cE O a < O• 41 C O E a� No to O c =a . • 3 o d >= a)o N C O° vCO '- LMS_12873_122013 186 of 1000 Liberty Mutual SURETY 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: http://www.tdi.state.tx.us E-mail: ConsumerProtection(a_tdi.state.tx.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 Liberty Mutual:, NOTIFICACION IMPORTANTE PARA OBTENER INFORMACION 0 REALIZAR UNA QUEJA: Usted puede escribir la notificaci6n 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: http://www.tdi.state.tx.us E-mail: ConsumerProtectiontdi.state.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. LM IC-3500 Page 2 of 2 Rev. 7.1.07 2 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT SECTION 00 61 19 MAINTENANCE BOND 006119-1 MAINTENANCE BOND Page 1 of 3 Bond No.190034032 KNOW ALL BY '1'I ESE PRESENTS: 7 THAT WE, S.J. LOUIS CONSU{tUCJION OF TEXAS. LTD. . KNOWN AS 8 "PRINCIPAL" FFT+'REIN AND Liberty Mutual Insurance Company , 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 TO THE LAWS OF THE STATE OF TEXAS, 13 KNOWN AS "CITY" HEREIN, IN THE SUM OF ONE MILLION SIX HUNDRED FORTY 14 FIVE THOUSAND FOUR HUNDRED AND SEVENTEEN DOLLARS AND TWENTY 15 CENTS ($1,645,417.20) . 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 21 WHEREAS, the Principal has entered into a certain written contract with the City awarded the 22 16 day of June ,2015 which Contract is hereby referred to and a made part hereof for all 23 purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories 24 as defined by law, in the prosecution of the Work, including any Work resulting from a duly 25 authorized Change Order (collectively herein, the "Work") as provided for in said contract and 26 designated as Cultural District/ Will Rozers Sanitary Sewer Improvements. Part 4 27 Monttotnery Street. City Proiect Number 1468 and 28 29 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 30 accordance with the plans, specifications and Contract Documents that the Work is and will 31 remain free from defects in materials or workmanship for and during the period of two (2) years 32 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 33 34 WAFREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 35 upon receiving notice from the City of the need therefor at any time within the Maintenance 36 Period. 37 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Cultural District/Will Rogers Sanitary Sewer Part 4 —Montgomery Street City Project No. 1468 00 61 19 -2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE, the condition of this obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by City, to a completion 3 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 4 full force and effect. 5 6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and 10 11 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 12 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 13 Worth Division; and 14 15 PROVIDED FURTHER, that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Cultural District/Will Rogers Sanitary Sewer Part 4 — Montgomery Street City Project No. 1468 00 61 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 June 16, 2015 3 4 5 6 7 8 9 10 ATTEST: 11 12 13 14 15 16 17 18 19 Witness as to 1, dam Lunsford 20 SURETY: 21 Liberty Mutual Insurance Company 22 23 24 B 25 ature 26 27 Jo auer, Attorney -in -Fact 28 ATTEST: l/ Name and Title 29 30 7 Address: 450 Plymouth Road, Suite 400 31 (S -• c et. Plymouth Meeting, PA 19462-8284 32 33 34 35 36 *Note: PRINCIPAL: S.J. LOUIS CONSTRUCTION OF TEXAS, LTD. BY: Sature //kititi, TPS V. Whitman, General Manager Name and Title 37 38 39 40 (Principal) Secretary Philips J. Vallakalil See attached Power -of -Attorney Witness as to Surety Rachel Thomas Address: 520 South 6th Ave. Mansfield. TX 76063 800-862-6079 Telephone Number: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 OFFICIAL RECO IO CITY SECRETARY FT. WORTH, TX Cultural District/Will Rogers Sanitary Sewer Part 4-Montgomery Street City Project No. 1468 LIMITED PARTNERSHIP ACKNOWLEDGMENT State of TEXAS ss. County of TARRANT } On this 16th Tes V. Whitman that he/she is the General Ibnager day of June , 2015, before me personally appeared to me known who being by me duly sworn, 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. ELIZABETH ANN INGRAM Notary Public, State of Texas My Commission Expires May 10, 2017 State of MINNESOTA County of HENNEPIN (%‘41/V� Notary Puthid la rm d County, FP My commission expires VYNti. -, I C Z.Q v 1 ACKNOWLEDGMENT OF CORPORATE SURETY ss. } On this 16th. day of June , 2015, before me appeared John E. Tauer to me personally known, who being by me duly sworn, did say that (s)he is the Attorney -in -Fact of Liberty Mutual Insurance Company 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. Tauer acknowledged said instrument to be the free act and deed of said corporation. RACHEL THOM sSTA NOTARYPUBLIC fi My Commis 31 n Expires January Notary Public Ramsey My commission expires OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX County., MN 01/31/20 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 No. 6976367 Gf O 0 .rn O a)as r O Ov c1 .,L 0r+ CO W o E„ e 0 > a0i z COUNTY OF MONTGOMERY ss N 0 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 Company are corporations duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws 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. Oestreich; Craig Remick; D. R. Dougherty; Donald R. Olson; Emily Keiser; Jack Cedarleaf II; Jerome T. Ouimet; John E. Tauer; Joshua R. Loftis; Kurt C. Lundblad; Lin Ulven; Linda K. French; Melinda C. Blodgett; Nicole Stillings; R. C. Bowman; R. Scott Egginton; R. W. Frank; Rachel Thomas; Sandra M. Doze; Ted Jorgensen all of the city of Minneapolis . state of MN each individually if there be more than one named, its true and lawful attomey-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 surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly 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 5th day of May 2015 c STATE OF PENNSYLVANIA W, L cy, On this 5th day of May . 2015 , before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of American Fire and O d Casualty Company, Liberty Mutual Insurance Company, The Ohio Casualty Insurance Company, and West American Insurance Company, and that he, as such, being authorized so to do, 0 - execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. w> 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. pq ' COMMONWEALTH OF PENNSYLVANIA American Fire and Casualty Company The Ohio Casualty Insurance Company Liberty Mutual Insurance Company West merican Insurance Company By:/ 4 T Q`4�'�oriv✓ �! OF Npa\PG '747Y Pu% This Power ofAttomey is made and executed pursuant to and by authority of the following By-laws and Authorizations of American Fire and Casualty Company, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV— OFFICERS — Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation 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, execute, 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 respective powers of attomey, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact 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 granting such power or authority. ARTICLE XIII — 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, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to actin behalf of the Company to make, execute, 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 respective powers of attomey, 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 executed such instruments shall be as binding as if signed by the president and attested by the secretary. 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 attomeys-in- fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the 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. I, Gregory W. Davenport, the undersigned, Assistant Secretary, of American Fire and Casualty Company, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attomey of which the foregoing is a full, true and correct copy of the Power of Attomey executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this T 6th, day of June 2015 David M. CareylAssistant Secretary Notarial Seal Teresa Pastella, Notary Public Plymouth Twp., Montgomery County My Commission Expires March 28, 2017 Member, Pennsylvania Association of Notaries OFFIONi., REWORD 0`10_) -1,(ci t li r! S IY n.ia 1it1t___ ti4.; ri t'y it A. By:1t4L L By: Teresa Pastella, Notary Public Gregory W. Davenport, Assistant Secretary LMS_12873_122013 187 of 1000 Liberty Mutual SURETY 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: httb://www.tdi.state.tx.us E-mail: ConsumerProtectionCa�tdi.state.tx.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 Liberty Mutual.. NOTIFICACION IMPORTANTE PARA OBTENER INFORMACION 0 REALIZAR UNA QUEJA: Usted puede escribir la notificacion y dirigiria 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: http://www.tdi.state.tx.us E-mail: ConsumerProtectiontdi.state.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 Ia disputa es relativo a un reclamo, por favor contacte a la compania de seguros en primer termino. Si usted considera que Ia 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 Ia misma no forma parte o condiciona de manera alguna el documento adjunto. LMIC-3500 Page 2 of 2 Rev. 7.1.07 DESCRIPTIONS (Continued from Page 1) WAIVER OF SUBROGATION ONLY IF REQUIRED BY WRITTEN CONTRACT WITH RESPECT TO WORKERS' COMPENSATION APPLIES FAVOR OF: CITY OF FORT WORTH, ITS OFFICERS, EMPLOYEES, AND SERVANTS The following supersedes the cancellation wording: Should any of the above described policies be cancelled before the expiration date, 30 Days written notice (10 Days for Non -Payment) will be delivered to the certificate holder. SAGITTA 25.3 (2010/05) 2 of 2 #S720330/M646662 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology 1 1.01 Defined Terms 1 1.02 Terminology 6 Article 2 — Preliminary Matters 7 2.01 Copies of Documents 7 2.02 Commencement of Contract Time; Notice to Proceed 7 2.03 Starting the Work 8 2.04 Before Starting Construction 8 2.05 Preconstruction Conference 8 2.06 Public Meeting 8 2.07 Initial Acceptance of Schedules 8 Article 3 — Contract Documents: Intent, Amending, Reuse 8 3.01 Intent 8 3.02 Reference Standards 9 3.03 Reporting and Resolving Discrepancies 9 3.04 Amending and Supplementing Contract Documents 10 3.05 Reuse of Documents 10 3.06 Electronic Data 11 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points 11 4.01 Availability of Lands 11 4.02 Subsurface and Physical Conditions 12 4.03 Differing Subsurface or Physical Conditions 12 4.04 Underground Facilities 13 4.05 Reference Points 14 4.06 Hazardous Environmental Condition at Site 14 Article 5 — Bonds and Insurance 16 5.01 Licensed Sureties and Insurers 16 5.02 Performance, Payment, and Maintenance Bonds 16 5.03 Certificates of Insurance 16 5.04 Contractor's Insurance 18 5.05 Acceptance of Bonds and Insurance; Option to Replace 19 Article 6 — Contractor's Responsibilities 19 6.01 Supervision and Superintendence 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: 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 Article 7 - Other Work at the Site 35 7.01 Related Work at Site 35 7.02 Coordination 36 Article 8 - City's Responsibilities 36 8.01 Communications to Contractor 36 8.02 Furnish Data 36 8.03 Pay When Due 36 8.04 Lands and Easements; Reports and Tests 36 8.05 Change Orders 36 8.06 Inspections, Tests, and Approvals 36 8.07 Limitations on City's Responsibilities 37 8.08 Undisclosed Hazardous Environmental Condition 37 8.09 Compliance with Safety Program 37 Article 9 - City's Observation Status During Construction 37 9.01 City's Project Representative 37 9.02 Visits to Site 37 9.03 Authorized Variations in Work 38 9.04 Rejecting Defective Work 38 9.05 Determinations for Work Performed 38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work 38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Article 10 - Changes in the Work; Claims; Extra Work 38 10.01 Authorized Changes in the Work 38 10.02 Unauthorized Changes in the Work 39 10.03 Execution of Change Orders 39 10.04 Extra Work 39 10.05 Notification to Surety 39 10.06 Contract Claims Process 40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement 41 11.01 Cost of the Work 41 11.02 Allowances 43 11.03 Unit Price Work 44 11.04 Plans Quantity Measurement 45 Article 12 - Change of Contract Price; Change of Contract Time 46 12.01 Change of Contract Price 46 12.02 Change of Contract Time 47 12.03 Delays 47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work 48 13.01 Notice of Defects 48 13.02 Access to Work 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 Article 16 - Dispute Resolution 61 16.01 Methods and Procedures 61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 Article 17 — Miscellaneous 62 17.01 Giving Notice 62 17.02 Computation of Times 62 17.03 Cumulative Remedies 62 17.04 Survival of Obligations 63 17.05 Headings 63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 2012 007200-1 General Conditions Page I of 63 ARTICLE 1— DEFINITIONS AND TERNIINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award— Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw — City's on-line, electronic document management and collaboration system. 12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 2 of 63 13. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract —The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 20. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price —The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor —The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 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 finn 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. Dece nber21, 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 time. 42. Laws and Regulations —Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs —Polychlorinated biphenyls. 49. 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: December21, 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 perfoutiance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 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: December21, 2012 007200-1 General Conditions Page 7 of 63 The Contract Documents include the tents "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 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: December21, 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: December2l, 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: December21, 2012 007200-1 General Conditions Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or infoiivation 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 foiivat, 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 perfonned. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 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 infoilnation and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 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: December21, 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 whole Contractor is responsible creates a Hazardous Enviromnental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemn any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DO Revision: December21, 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: Decenber21, 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: December21, 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: December21, 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 nonnally 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: December21, 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: December21, 2012 007200-1 General Conditions Page 25 of 63 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: December21, 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 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemn 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 incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all pennits 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 pennits 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 pennits 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-I General Conditions Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxforms/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 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 6.21, Contractor shall indenznf and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 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: December21, 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: December21, 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.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 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: December21, 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 VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is perfoinring other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 38 of63 9.03 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-I 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 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2l, 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 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 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 Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-I General Conditions Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Dece nber21, 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: December21, 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: December21, 2012 007200-I General Conditions Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December2L 2012 007200-I General Conditions Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the perfounance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 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: December21, 2012 007200-1 General Conditions Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-I General Conditions Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or 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: December21, 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: December21, 2012 007200-1 General Conditions Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 53 of 63 B. Review ofApplications: 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: December21, 2012 007200-I General Conditions Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 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 TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work perfoiured; 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: December21, 2012 007200-1 General Conditions Page 58 of63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to 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 #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 59 of63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perfoiiu and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 007200-1 General Conditions Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 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 teiurination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: December21, 2012 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: December21, 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 teuuination 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 00 73 00 - 1 SUPPLEMENTARY CONDITIONS 1 2 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS Page 1 of4 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-4.O1A 24 25 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 26 Upon receiving the fmal easements descriptions, Contractor shall compare them to the lines shown on the 27 Contract Drawings. 28 29 SC-4.01A.1., "Availability of Lands" 30 31 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of 32 March 25, 2015: 33 34 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None 35 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 36 and do not bind the City. 37 38 If Contractor considers the fmal easements provided to differ materially from the representations on the 39 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 40 notify City in writing associated with the differing easement line locations. 41 42 SC-4.01A.2, "Availability of Lands" 43 44 Utilities or obstructions to be removed, adjusted, and/or relocated 45 46 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 47 as of March 25, 2015 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. 00 73 00 - 2 SUPPLEMENTARY CONDITIONS 1 Page 2 of 4 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None 2 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 3 and do not bind the City. 4 5 SC-4.02A., "Subsurface and Physical Conditions" 6 7 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 8 9 A Geotechnical Engineering Report No. 103-14-193, dated February 2, 2015, prepared by CMJ 10 Engineering, a sub -consultant of Kimley-Horn and Associates, Inc., a consultant of the City, providing 11 additional information on subsurface conditions. 12 13 The following are drawings of physical conditions in or relating to existing surface and subsurface 14 structures (except Underground Facilities) which are at or contiguous to the site of the Work: 15 None 16 17 SC-4.06A., "Hazardous Environmental Conditions at Site" 18 19 The following are reports and drawings of existing hazardous environmental conditions known to the City: 20 21 Soil Investigation Report by W&M Environmental Group, LLC dated March 13, 2015 22 23 SC-5.03A., "Certificates of Insurance" 24 25 The entities listed below are "additional insureds as their interest may appear" including their respective 26 officers, directors, agents and employees. 27 28 (1) City 29 (2) Consultant: Kimley-Horn and Associates, Inc. 30 (3) Other: None 31 32 SC-5.04A., "Contractor's Insurance" 33 34 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 35 coverages for not less than the following amounts or greater where required by laws and regulations: 36 37 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 38 39 Statutory limits 40 Employer's liability 41 $100,000 each accident/occurrence 42 $100,000 Disease - each employee 43 $500,000 Disease - policy limit 44 45 SC-5.04B., "Contractor's Insurance" 46 47 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 48 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 49 minimum limits of: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. 007300-3 SUPPLEMENTARY CONDITIONS Page3 of4 1 2 $1,000,000 each occurrence 3 $2,000,000 aggregate limit 4 5 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 6 General Aggregate Limits apply separately to each job site. 7 8 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 9 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 10 11 SC 5.04C., "Contractor's Insurance" 12 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 13 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 14 15 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 16 defined as autos owned, hired and non -owned. 17 18 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 19 least: 20 21 $250,000 Bodily Injury per person / 22 $500,000 Bodily Injury per accident / 23 $100,000 Property Damage 24 25 SC-5.04D., "Contractor's Insurance" 26 27 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and 28 material deliveries to cross railroad properties and tracks. 29 30 None 31 32 SC-6.04., "Project Schedule" 33 34 Project schedule shall be tier 3 for the project. 35 36 SC-6.07., "Wage Rates" 37 38 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 39 Appendixes: 40 Heavy and Highway Construction Prevailing Wage Rates 2013 and 2013 Prevailing Wage Rates 41 Construction Industry 42 43 SC-6.09., "Permits and Utilities" 44 45 SC-6.09A., "Contractor obtained permits and licenses" 46 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 47 None 48 49 SC-6.09B. "City obtained permits and licenses" 50 The following are known permits and/or licenses required by the Contract to be acquired by the City: None 51 52 SC-6.09C. "Outstanding permits and licenses" 53 54 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of March 25, 55 2015: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. 00 73 00 - 4 SUPPLEMENTARY CONDITIONS Page 4 of 4 1 2 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None 3 4 SC-7.02., "Coordination" 5 6 The individuals or entities listed below have contracts with the City for the performance of other work at 7 the Site: 8 Vendor Atmos Gas TBD Scope of Work Gas Line Relocations WRMC Arena Garage Coordination Authority Atmos Gas TBD 9 10 11 SC-8.01, "Communications to Contractor" 12 13 None 14 15 SC-9.01., "City's Project Representative" 16 17 The following firm is a consultant to the City responsible for construction management of this Project: 18 None 19 20 SC-13.03C., "Tests and Inspections" 21 22 Unless specified otherwise in Division 01-34, City will perform testing services. 23 24 SC-16.01C.1, "Methods and Procedures" 25 26 None 27 28 29 30 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 1, 2013 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. 01 11 00 -1 SUMMARY OF WORK 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK Page 1 of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights -of -way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 11 00-2 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 11 00-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 DATE NAME Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SUMMARY OF CHANGE CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 012500-1 SUBSTITUTION PROCEDURES 1 2 3 PART 1- GENERAL SECTION 01 25 00 SUBSTITUTION PROCEDURES Page 1 of 4 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 012500-3 SUBSTITUTION PROCEDURES Page 3 of4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if: 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 30 31 END OF SECTION Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SUMMARY OF CHANGE CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 25 00 - 4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better (explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature Recommended Recommended 38 as noted 39 40 Firm Not recommended Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 31 19-1 PRECONSTRUCTION MEETING 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 31 19 PRECONSTRUCTION MEETING Page 1 of3 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 31 19 -2 PRECONSTRUCTION MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way, utility clearances, easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre -Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 ee. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 31 19-3 PRECONSTRUCTION MEETING 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Page 3 of 3 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 31 20 - 1 PROJECT MEETINGS 1 2 3 PART 1 - GENERAL SECTION 0131 20 PROJECT MEETINGS Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre -Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 31 20-2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general, the neighborhood meeting will occur within the 2 weeks following 5 the pre -construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- 11 needed basis. Such additional meetings shall include, but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings, prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f. Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations, problems, conflicts 32 c. Items which impede construction schedule 33 d. Review of off -site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 m. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 31 20-3 PROJECT MEETINGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable, meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 END OF SECTION 22 23 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 32 16-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 1 SECTION 01 32 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 - No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2 - No schedule submittal required by contract, but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations, high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule - Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule - Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 32 16-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 2 3 4. Schedule Narrative - Concise narrative of the schedule including schedule changes, expected delays, key schedule issues, critical path items, etc B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost -loaded baseline Schedule using approved software and the 9 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City, make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day, working 37 days per week, the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City, the City may direct the Contractor to increase the level of effort in 43 manpower (trades), equipment and work schedule (overtime, weekend and holiday 44 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 32 16 - 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will, after receipt of such justification and supporting 9 evidence, make findings of fact and will advise the Contractor, in 10 writing thereof. 11 2) If the City finds that the requested extension of time is entitled, the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which, according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time, it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions, weather, 27 technical difficulties, strikes, unavoidable delays on the part of the City or its 28 representatives, and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions, the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates, and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 32 16-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time, will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts, the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors, the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases, the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera (P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City, no further progress schedules are required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 32 16 - 5 CONSTRUCTION PROGRESS SCHEDULE 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 6 A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. Page 5 of 5 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 18 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 013233-1 PRECONSTRUCTION VIDEO 1 2 SECTION 01 32 33 PRECONSTRUCTION VIDEO Page 1 of 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 32 33 - 2 PRECONSTRUCTION VIDEO 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 2 of 2 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 7 013300-1 SUBMITTALS Page 1 of 8 SECTION 0133 00 SUBMITTALS 1. General methods and requirements of submissions applicable to the following Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 33 00 - 2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission (second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples, including those by 22 subcontractors, prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) "By this submittal, I hereby represent that I have determined and verified 33 field measurements, field construction criteria, materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 1/2 inches x 1 linches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items / Table of Contents 44 c. Product Data /Shop Drawings/Samples /Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 33 00 - 3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing -in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 33 00 - 4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on -site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 33 00 - 5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples, where required, to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance, the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 33 00 - 6 SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; I 1 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non -conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense, based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals, will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor, and will be considered "Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents, then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 33 00 - 7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information (RFI) form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 01 33 00 - 8 SUBMITTALS Page 8 of 8 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 013513-1 SPECIAL PROJECT PROCEDURES 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 35 13 SPECIAL PROJECT PROCEDURES Page 1 of 8 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 — General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump sum. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad from damage arising out of and/or from the 41 construction of the Project. 42 2. Railroad Flagmen CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 35 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 a. Measurement 2 1) Measurement for this Item will be per working day. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 will be paid for each working day that Railroad Flagmen are present at the 6 Site. 7 c. The price bid shall include: 8 1) Coordination for scheduling flagmen 9 2) Flagmen 10 3) Other requirements associated with Railroad 11 3. All other items 12 a. Work associated with these Items is considered subsidiary to the various Items 13 bid. No separate payment will be allowed for this Item. 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification, unless a date is specifically cited. 19 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 20 High Voltage Overhead Lines. 21 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 22 Specification 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Coordination with the Texas Department of Transportation 25 1. When work in the right-of-way which is under the jurisdiction of the Texas 26 Department of Transportation (TxDOT): 27 a. Notify the Texas Department of Transportation prior to commencing any work 28 therein in accordance with the provisions of the permit 29 b. All work performed in the TxDOT right-of-way shall be performed in 30 compliance with and subject to approval from the Texas Department of 31 Transportation 32 B. Work near High Voltage Lines 33 1. Regulatory Requirements 34 a. All Work near High Voltage Lines (more than 600 volts measured between 35 conductors or between a conductor and the ground) shall be in accordance with 36 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 37 2. Warning sign 38 a. Provide sign of sufficient size meeting all OSHA requirements. 39 3. Equipment operating within 10 feet of high voltage lines will require the following 40 safety features 41 a. Insulating cage -type of guard about the boom or aiiil 42 b. Insulator links on the lift hook connections for back hoes or dippers 43 c. Equipment must meet the safety requirements as set forth by OSHA and the 44 safety requirements of the owner of the high voltage lines 45 4. Work within 6 feet of high voltage electric lines CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 35 13 -3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. Notification shall be given to: 2 1) The power company (example: ONCOR) 3 a) Maintain an accurate log of all such calls to power company and record 4 action taken in each case. 5 b. Coordination with power company 6 1) After notification coordinate with the power company to: 7 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 8 lower the lines 9 c. No personnel may work within 6 feet of a high voltage line before the above 10 requirements have been met. 11 C. Confined Space Entry Program 12 1. Provide and follow approved Confined Space Entry Program in accordance with 13 OSHA requirements. 14 2. Confined Spaces include: 15 a. Manholes 16 b. All other confined spaces in accordance with OSHA's Permit Required for 17 Confined Spaces 18 D. Air Pollution Watch Days 19 1. General 20 a. Observe the following guidelines relating to working on City construction sites 21 on days designated as "AIR POLLUTION WATCH DAYS". 22 b. Typical Ozone Season 23 1) May 1 through October 31. 24 c. Critical Emission Time 25 1) 6:00 a.m. to 10:00 a.m. 26 2. Watch Days 27 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 28 with the National Weather Service, will issue the Air Pollution Watch by 3:00 29 p.m. on the afternoon prior to the WATCH day. 30 b. Requirements 31 1) Begin work after 10:00 a.m. whenever construction phasing requires the 32 use of motorized equipment for periods in excess of 1 hour. 33 2) However, the Contractor may begin work prior to 10:00 a.m. if: 34 a) Use of motorized equipment is less than 1 hour, or 35 b) If equipment is new and certified by EPA as "Low Emitting", or 36 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 37 alternative fuels such as CNG. 38 E. TCEQ Air Permit 39 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 40 F. Use of Explosives, Drop Weight, Etc. 41 1. When Contract Documents permit on the project the following will apply: 42 a. Public Notification 43 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 44 prior to commencing. 45 2) Minimum 24 hour public notification in accordance with Section 01 31 13 46 G. Water Department Coordination CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 35 13 -4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 1. During the construction of this project, it will be necessary to deactivate, for a 2 period of time, existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 11 to accommodate the construction of the project is required, coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition, the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 H. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis, prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name of Project 29 b) City Project No (CPN) 30 c) Scope of Project (i.e. type of construction activity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phone number 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyer is 41 delivered to all residents of the block. 42 I. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction, prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 35 13 - 5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 b. Prepare flyer on the contractor's letterhead and include the following 2 information: 3 1) Name of the project 4 2) City Project Number 5 3) Date of the interruption of service 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phone number 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notification is attached as 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to the City inspector 12 for review prior to being distributed. 13 e. No interruption of water service can occur until the flyer has been delivered to 14 all affected residents and businesses. 15 f. Electronic versions of the sample flyers can be obtained from the Project 16 Construction Inspector. 17 J. Coordination with United States Army Corps of Engineers (USACE) 18 1. At locations in the Project where construction activities occur in areas where 19 USACE permits are required, meet all requirements set forth in each designated 20 permit. 21 K. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areas where 23 railroad permits are required, meet all requirements set forth in each designated 24 railroad permit. This includes, but is not limited to, provisions for: 25 a. Flagmen 26 b. Inspectors 27 c. Safety training 28 d. Additional insurance 29 e. Insurance certificates 30 f. Other employees required to protect the right-of-way and property of the 31 Railroad Company from damage arising out of and/or from the construction of 32 the project. Proper utility clearance procedures shall be used in accordance 33 with the permit guidelines. 34 2. Obtain any supplemental information needed to comply with the railroad's 35 requirements. 36 3. Railroad Flagmen 37 a. Submit receipts to City for verification of working days that railroad flagmen 38 were present on Site. 39 L. Dust Control 40 1. Use acceptable measures to control dust at the Site. 41 a. If water is used to control dust, capture and properly dispose of waste water. 42 b. If wet saw cutting is performed, capture and properly dispose of slurry. 43 M. Employee Parking 44 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 35 13-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE I.4.B — 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 35 13 - 7 SPECIAL PROJECT PROCEDURES 1 EXHIBIT A 2 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 (To be printed on Contractor's Letterhead) Page 7 of 8 36 37 C I Of C(111110C��O PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 35 13 -8 SPECIAL PROJECT PROCEDURES 1 EXHIBIT B Date: FORT WORTH 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Page 8 of 8 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 01 35 43 - 1 CONTAMINATED MATERIAL HANDLING, LOADING, TRANSPORTATION AND DISPOSAL Page 1 of 8 1 SECTION 01 35 43 2 CONTAMINATED MATERIAL HANDLING, LOADING, TRANSPORTATION AND 3 DISPOSAL 4 PART 1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes 7 1. Handling, Loading, Transportation and Disposal of contaminated soil areas as 8 shown on the Drawings or as directed. 9 B. Related Specification Sections include but are not necessarily limited to 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the 11 Contract. 12 2. Division 1 - General Requirements. 13 3. Section 31 23 16 — Unclassifed Excavation 14 4. Section 31 25 00 - Erosion and Sediment Control 15 5. Appendix A — GC-4.02 Subsurface and Physical Conditions 16 6. Appendix A — GC-4.06 Hazardous Environmental Conditions at Site 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 1. Handling of Contaminated Materials a. b. c. Measurement 1) Measurement for this Item shall be by linear foot of trench excavated where the excavated material is handled as a contaminated material. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "Contaminated Soil Handling" The price bid shall include: 1) Permitting 2) Professional Environmental Consultants 3) Excavation 4) Handling of contaminated materials a) Soil b) Water c) Vapor d) All other contaminated materials 5) Sampling 6) Stockpiling 7) Testing 8) All incidentals to this section CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST City Project No. 01468 01 35 43-2 CONTAMINATED MATERIAL HANDLING, LOADING, TRANSPORTATION AND DISPOSAL Page 2 of 8 1 2. Contaminated Material Loading, Transportation, and Disposal 2 a. Measurement 3 1) Measurement for this Item shall be by the cubic yard of loose 4 Contaminated Soil as delivered the appropriate disposal facility and 5 recorded by truck ticket provided to the City. 6 b. Payment 7 1) The work performed and materials furnished in accordance with this Item 8 and measured as provided under "Measurement" will be paid for at the unit 9 price bid per cubic yard of "Contaminated Soil by Transported and 10 Disposed of Quantity" delivered to the appropriate disposal facility and 11 recorded by truck ticket for: 12 a) Contaminated Soil materials 13 c. The price bid shall include: 14 1) Loading 15 2) Transporting or hauling material 16 3) Disposal of contaminated soil in approved special disposal site 17 4) Disposal of water and vapor in an approved disposal manner 18 5) Fees including, but not limited to; 19 a) Landfill fees 20 b) Transportation fees 21 6) Clean-up 22 23 1.3 REFERENCES 24 A. Abbreviations and Acronyms 25 1. OSHA — Occupational Safety and Health Administration 26 2. EPA — Environmental Protection Agency 27 3. NIOSH — National Institute of Occupation Safety and Health 28 4. TCEQ — Texas Commission on Environmental Quality 29 5. PID — Photo -Ionization Detector 30 6. FID — Flame Ionization Detector 31 7. TPH Total Petroleum Hydrocarbons 32 8. BTEX — Benzene, Toulene, Ethylbenzene and Xylene 33 9. LEL — Lower Explosive Limit 34 10. CGI — Combustible Gas Indicator 35 11. ROW — Rights -of -Way 36 B. Definitions 37 C. Reference Standards 38 1. Reference standards cited in this Specification refer to the current reference 39 standard published at the time of the latest revision date logged at the end of this 40 Specification, unless a date is specifically cited. 41 2. Occupational Safety and Health Administration (OSHA) Standards and Regulations 42 a. OSHA 1910.120 — Hazardous Materials 43 3. Environmental Protection Agency (EPA) Regulations 44 4. State of Texas Regulations CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4 —MONTGOMERY ST City Project No. 01468 013543-3 CONTAMINATED MATERIAL HANDLING, LOADING, TRANSPORTATION AND DISPOSAL Page 3 of 8 1 5. National Institute of Occupation Safety and Health (NIOSH) Regulations 2 6. Texas Commission on Environmental Quality (TCEQ) Regulations 3 1.4 ADMINISTRATIVE REQUIREMENTS 4 A. The Contractor will provide the City with a Disposal Letter with accordance to Division 5 01. 6 B. Coordination 7 1. The Contractor's Project Manager is responsible for the dissemination of the 8 information contained in the Plan to all personnel assigned to the project, and to the 9 responsible representative of each subcontractor firm working on the project. 10 1.5 SUBMITTALS 11 A. Submittals shall be in accordance with Section 01 33 00. 12 B. All submittals shall be approved by the City prior to excavation or handling of 13 contaminated soil. 14 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 15 A. Product Data 16 B. Shop Drawings 17 1. Contaminated Material Plan including: 18 a. Contact information for Environmental Professional Consultant 19 b. Treated liquid discharge 20 c. Handling and excavation methods 21 d. Material stockpiling plan 22 e. Permits 23 f. Testing and contaminated material extents 24 g. Material transportation plan 25 h. Disposal site and certifications and location 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE 29 A. Excavation Safety 30 1. The Contractor shall be solely responsible for making all excavations in a safe 31 manner. 32 2. All excavation and related sheeting and bracing shall comply with the requirements 33 of OSHA excavation safety standards 29 CFR part 1926 and state requirements. 34 B. Site Project Manager and Safety Supervisor 35 1. Designate a Project Manager and a Health and Safety Supervisor for each project 36 Site. 37 a. The Project Manager and Health and Safety Supervisor will be responsible for 38 the maintenance of the Contaminated Material Plan. 39 b. The Project Manager has the authority to provide auditing of compliance, 40 suspension or modification of work practices, and CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST City Project No. 01468 01 35 43 - 4 CONTAMINATED MATERIAL HANDLING, LOADING, TRANSPORTATION AND DISPOSAL Page 4 of 8 1 2. The Project Manager Responsibilities: 2 a. Dissemination of the information contained in the Contaminated Material Plan 3 to all personnel assigned to the project, and to the responsible representative of 4 each subcontractor firm working on the project. 5 b. Immediate notification to Health and Safety Supervisor when suspect soil 6 and/or groundwater are discovered during excavation. 7 1) If unanticipated impacted soil is encountered, excavation or other work in 8 the affected area shall be stopped, and the area shall be cordoned off until 9 an evaluation can be made by the appropriate environmental authorities. 10 2) If there is a perception of imminent threat to health, safety, or the 11 environment, call the Fire Department immediately. 12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD CONDITIONS 14 A. Existing Conditions 15 1. Any data which has been or may be provided on subsurface conditions is not 16 intended as a representation or warranty of accuracy or continuity between soils. It 17 is expressly understood that neither the City nor the Engineer will be responsible 18 for interpretations or conclusions drawn there from by the Contractor. 19 2. Data is made available for the convenience of the Contractor. 20 1.12 WARRANTY [NOT USED] 21 PART 2 - PRODUCTS [NOT USED] 22 PART 3 - EXECUTION 23 3.1 INSTALLERS [NOT USED] 24 3.2 EXAMINATION [NOT USED] 25 3.3 PREPARATION 26 A. Safety Orientation/ Training 27 1. Field personnel will be responsible for the review of the Site plan before initiation 28 of work. The Health and Safety Officer will conduct a safety meeting to review the 29 plan. 30 2. Whenever a change of Site conditions occurs that may affect safety, the Health and 31 Safety Officer or his/her designee will conduct additional meetings if appropriate. 32 a. Changing Site conditions that may affect safety include the following: 33 1) Change of field personnel. 34 2) Change in work activity. 35 3) Change in weather conditions. 36 4) Site contamination (identified during the sampling process). 37 5) Visitors on -Site. 38 3. All training sessions, safety meetings, and safety briefings will be documented by 39 the Health and Safety Officer or his designee. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST City Project No. 01468 01 35 43 - 5 CONTAMINATED MATERIAL HANDLING, LOADING, TRANSPORTATION AND DISPOSAL Page 5 of 8 1 a. Documentation will include a brief description of topics addressed. 2 4. All personnel engaged in the project may potentially be exposed to low levels of 3 soil contamination due to past disposal activities at the Site. Based on the soil 4 sample analysis, the potential chemicals of concern include the following: 5 a. Petroleum 6 5. Due to the potential exposure levels at this Site, the general guidelines presented in 7 the Occupations Safety and Health Administration (OSHA) standard for Hazardous 8 Waste Operations and Emergency Response (29 CFR 1910.120) shall be observed. 9 a. This Site is not an uncontrolled hazardous waste site as defined by the standard 10 and the proposed sampling work, if necessary during construction activities, is 11 not required to follow all of the requirements outlined in the regulations. 12 Medical surveillance as detailed in the OSHA standard will not need to be 13 implemented for this project. 14 3.4 APPLICATION 15 A. Contaminated Material Identification 16 1. The Contractor's Project Manager or authorized representative is required to notify 17 the Health and Safety Supervisor immediately when suspect soil and/or 18 groundwater are discovered during excavation. 19 a. If unanticipated impacted soil is encountered, excavation or other work in the 20 affected area shall be stopped, and the area shall be cordoned off until an 21 evaluation can be made by the appropriate environmental authorities. 22 b. If there is a perception of imminent threat to health, safety, or the environment, 23 call the Fire Department immediately 24 2. The Contractor shall have retained the services of an environmental consultant who 25 shall be present at the site to screen suspect soil with a photo -ionization detector 26 (PID) or a flame ionization detector (FID). 27 a. The soil sample should be a recent sample from the excavation face. 28 b. The sample should be stored in a laboratory supplied glass jar with a teflon 29 gasket lined lid. 30 c. Notify the City Department of Transportation and Public Works, 31 Environmental Division will be notified prior to all sample collection and 32 submittal to the current testing laboratory identified by the City. Perform all 33 PID or FID tests in a confined location. 34 d. Soils producing a reading of less than 20 ppm above ambient will not be 35 considered potentially petroleum contaminated. The PID or FID shall be 36 calibrated according to manufactures instructions. 37 e. A reading of 20 ppm above ambient conditions or greater on PID or FID tested 38 soil sample will be considered potentially petroleum contaminated. 39 B. Handling 40 1. Contaminated Solid Materials 41 a. Sampling and evaluation of materials will be performed at the Contractor's 42 expense. 43 b. Contaminated Materials shall be handled, tested, observing all standard chain- 44 of -custody procedures and sampling preservation and analyses shall conform to 45 published and recognized standards. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST City Project No. 01468 013543-6 CONTAMINATED MATERIAL HANDLING, LOADING, TRANSPORTATION AND DISPOSAL Page 6 of 8 1 c. The stockpiled of Contaminated Materials shall be sampled and tested every 50 2 cubic yards for Total Petroleum Hydrocarbons (TPH) (TX1OO5) and Benzene, 3 Toulene, Ethylbenzene and Xylene (BTEX) (EPA 8020). All test results will be 4 forwarded to the City Department of Transportation and Public Works, 5 Environmental Division. 6 2. Contaminated Water 7 a. Water pumped from the excavation or from dewatering activities that has an 8 oily sheen, a hydrocarbon odor, or is otherwise suspect, shall be considered 9 potentially petroleum contaminated. 10 b. Contaminated Water shall be handled, tested, and discharged in accordance 11 with the TCEQ's appropriate state regulation. Contaminated Water shall be 12 tested no later than 15 days prior to extraction. Contaminated Water shall, if 13 necessary, be treated in an appropriately sized oil/water separator, air stripper or 14 GAC canisters. Contractor shall have his testing laboratory determine that the 15 oil/water separator treated discharge is within the limits established by the 16 TCEQ's regulations before being allowed to discharge (discharge to sanitary 17 sewer). Contractor shall be responsible for furnishing the effluent test reports 18 to the City. 19 c. Alternatively, the Contractor may dispose of contaminated water, after 20 appropriate pretreatment, into the sanitary sewer collection system. It shall be 21 the responsibility of the Contractor to obtain the necessary permit(s) and to 22 perform all testing required by the City Pretreatment Services Division. 23 d. All treated water shall be discharged into a Contractor supplied Frac Tank, 24 sampled, and analyzed before discharge into the sewer system. 25 e. The product that is recovered shall be disposed of in accordance with all 26 applicable regulations. Any phase separate product recovered from the 27 oil/water separator and air stripper shall be transported in accordance with 28 Department of Transportation rules and regulations for flammable products. 29 When transporting product for disposal, transportation shall also be performed 30 by a licensed carrier. The Contractor is responsible for proper manifesting of 31 the material from the site to the waste disposal facility. Completed Manifests 32 shall be returned to the City Department of Environmental Management within 33 90 days of shipment. 34 3. Vapor Concentrations 35 a. In order to maintain safe working conditions, the vapor concentrations should 36 not exceed 20 percent of the Lower Explosive Limit (LEL). During 37 construction, measures should be taken to maintain LEL levels below 20 38 percent in all working areas. 39 b. To monitor vapor levels and oxygen levels a combustible gas indicator (CGI) 40 with a LEL/02 meter should continuously operate in the working area. The 41 CGI should be properly calibrated and should have an alarm that sounds if 20 42 percent LEL is reached. Monitoring data from the GCI should be recorded 43 periodically to determine if ventilation or other methods are effective. In the 44 event local health and safety agencies require more stringent monitoring, the 45 local regulations must be implemented. 46 CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST City Project No. 01468 0I3543-7 CONTAMINATED MATERIAL HANDLING, LOADING, TRANSPORTATION AND DISPOSAL Page 7 of 8 1 C. Storage 2 1. Contaminated Solid Materials 3 a. Within Existing Rights -of -Way (ROW) 4 1) Soil may be stockpiled within existing ROW, easements or temporary 5 construction easements, unless specifically disallowed in the Contract 6 Documents. 7 2) Do not block drainage ways, inlets or driveways. 8 3) Provide diked enclosure large enough to hold all material and prevent 9 runoff. 10 a) Diked area shall be lined with 20-30 mil plastic to prevent seepage into 11 the existing soil 12 4) At the end of each work day and as needed due to weather, cover stockpile 13 with 20 mil plastic. 14 5) Provide erosion control in accordance with Section 31 25 00. 15 6) When the Work is performed in active traffic areas, store materials only in 16 areas barricaded as provided in the traffic control plans. 17 7) In non -paved areas, do not store material on the root zone of any trees or in 18 landscaped areas. 19 b. Designated Storage Areas 20 1) If the Contract Documents do not allow the storage of spoils within the 21 ROW, easement or temporary construction easement, then secure and 22 maintain an adequate storage location. 23 2) Provide an affidavit that rights have been secured to store the materials on 24 private property. 25 3) Provide erosion control in accordance with Section 31 25 00. 26 4) Do not block drainage ways. 27 D. Loading, Transportation, and Disposal 28 1. Perform all Loading and Transportation in accordance with the Contaminated 29 Management Plan. 30 2. Contaminated Materials shall be disposed of in a State of Texas approved disposal 31 site for handling of special waste. 32 3. Any and all non -hazardous liquid and petroleum substance waste removed from the 33 site of generation and transported for treatment and/or disposal must be 34 accompanied by a waste shipment record/manifest detailing required generator, 35 transported, destination and waste description information. 36 a. Results may not be uniform throughout the entire site. 37 4. For all petroleum substance waste, the waste shipment record utilized shall be the 38 TCEQ PETROLEUM -SUBSTANCE WASTE AFFIDAVIT (Form TWC-0332). 39 a. The Contractor shall be responsible for obtaining, originating and maintaining 40 manifests in accordance with federal and state laws. 41 b. The Contractor shall sign the manifests forms as Independent Contractor to the 42 Owner. 43 c. AUTHORIZATION OF PAYMENT FOR REMOVAL TRANSPORT AND 44 TREATMENT / DISPOSAL OF WASTES IN CONTINGENT UPON 45 RECEIPT BY THE ENGINEER OF FULLY COMPLETED AND SIGNED 46 MANIFEST FORMS that are in agreement with regard to the type and amount 47 of waste removed from the site and received by the treatment/disposal facility. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST City Project No. 01468 013543-8 CONTAMINATED MATERIAL HANDLING, LOADING, TRANSPORTATION AND DISPOSAL Page 8 of 8 1 d. The Contractor shall immediately resolve any manifest discrepancies. 2 Completed Manifests shall be returned to the City Department of Environmental 3 Management within 90 days of shipment. 4 3.5 [REPAIR] / [RESTORATION] [NOT USED] 5 3.6 RE -INSTALLATION [NOT USED] 6 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 16 Revision Log DATE NAME SUMMARY OF CHANGE [2010 JAN 06] CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST City Project No. 01468 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 3 SECTION 0145 23 TESTING AND INSPECTION SERVICES 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 ; „siblo fo>r p x , 17 Quality Control t sti ng, 18 19 testing. 20 21 22 l a paining test occurs. 23 a) L t in „t be ed by City „til an ed „q„ 24 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 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 11 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 014523-3 TESTING AND INSPECTION SERVICES Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Page 3 of3 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 015000-I TEMPORARY FACILITIES AND CONTROLS Page I of4 1 SECTION 01 50 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 CULTURAL DISTRICT/ WI LL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 50 00 -2 TEMPORARY FACILITIES AND CONTROLS Page 2 of4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off -site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 5000-3 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 7 1. Contractor or subcontractors are responsible for protecting Work from damage due 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 FOR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 015526-I STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 01 55 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1 None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 57 13 - STORM WATER POLLUTION PREVENTION Page 1 of 3 1 2 3 PART 1 - GENERAL 4 1.1 5 6 7 8 9 10 11 12 SECTION 01 5713 STORM WATER POLLUTION PREVENTION SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans Deviations from this City of Fort Worth Standard Specification B. C. 1. None. Related Specification Sections include, but are not necessarily limited to: 1. 2. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract Division 1 — General Requirements 13 3. Section 31 25 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 16 17 18 19 20 21 1.3 REFERENCES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 57 13 -2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 57 13 -3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 14 15 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 58 13 -3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 016000-1 PRODUCT REQUIREMENTS Page 1 of2 1 SECTION 01 60 00 2 PRODUCT REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02 - Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION 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] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 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 DATE NAME 10/12/12 D. Johnson 01 60 00 - 2 PRODUCT REQUIREMENTS Page 2 of 2 Revision Log SUMMARY OF CHANGE Modified Location of City's Standard Product List CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 SECTION 01 66 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 66 00 -2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 58 13 - 1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 2 SECTION 01 58 13 TEMPORARY PROJECT SIGNAGE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 58 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 66 00 - 3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION Page 1 of4 1 SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 70 00 - 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT( WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of4 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 IJSED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 7 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT( WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 4 2 3 PART 1 - GENERAL SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will 27 be allowed. 28 1.3 REFERENCES [NOT USED] 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals, if required, shall be in accordance with Section 01 33 00. 32 B. All submittals shall be approved by the City prior to delivery. 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 34 A. Certificates 35 1. Provide certificate certifying that elevations and locations of improvements are in 36 conformance or non-conformance with requirements of the Contract Documents. 37 a. Certificate must be sealed by a registered professional land surveyor in the 38 State of Texas. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 4 1 B. Field Quality Control Submittals 2 1. Documentation verifying accuracy of field engineering work. 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE 6 A. Construction Staking 7 1. Construction staking will be performed by the City. 8 2. Coordination 9 a. Contact City's Project Representative at least 2 weeks in advance for 10 scheduling of Construction Staking. 11 b. It is the Contractor's responsibility to coordinate staking such that construction 12 activities are not delayed or negatively impacted. 13 3. General 14 a. Contractor is responsible for preserving and maintaining stakes furnished by 15 City. 16 b. If in the opinion of the City, a sufficient number of stakes or markings have 17 been lost, destroyed or disturbed, by Contractor's neglect, such that the 18 contracted Work cannot take place, then the Contractor will be required to pay 19 the City for new staking with a 25 percent markup. The cost for staking will be 20 deducted from the payment due to the Contractor for the Project. 21 B. Construction Survey 22 1. Construction Survey will be performed by the City. 23 2. Coordination 24 a. Contractor to verify that control data established in the design survey remains 25 intact. 26 b. Coordinate with the City prior to field investigation to determine which 27 horizontal and vertical control data will be required for construction survey. 28 c. It is the Contractor's responsibility to coordinate Construction Survey such that 29 construction activities are not delayed or negatively impacted. 30 d. Notify City if any control data needs to be restored or replaced due to damage 31 caused during construction operations. 32 1) City shall perform replacements and/or restorations. 33 3. General 34 a. Construction survey will be performed in order to maintain complete and 35 accurate logs of control and survey work as it progresses for Project Records. 36 b. The Contractor will need to ensure coordination is maintained with the City to 37 perform construction survey to obtain construction features, including but not 38 limited to the following: 39 1) All Utility Lines 40 a) Rim and flowline elevations and coordinates for each manhole or 41 junction structure 42 2) Water Lines 43 a) Top of pipe elevations and coordinates for waterlines at the following 44 locations: 45 (1) Every 250 linear feet CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of4 1 (2) Horizontal and vertical points of inflection, curvature, etc. (All 2 Fittings) 3 (3) Cathodic protection test stations 4 (4) Sampling stations 5 (5) Meter boxes/vaults (All sizes) 6 (6) Fire lines 7 (7) Fire hydrants 8 (8) Gate valves 9 (9) Plugs, stubouts, dead-end lines 10 (10) Air Release valves (Manhole rim and vent pipe) 11 (11) Blow off valves (Manhole rim and valve lid) 12 (12) Pressure plane valves 13 (13) Cleaning wyes 14 (14) Casing pipe (each end) 15 b) Storm Sewer 16 (1) Top of pipe elevations and coordinates at the following locations: 17 (a) Every 250 linear feet 18 (b) Horizontal and vertical points of inflection, curvature, etc. 19 c) Sanitary Sewer 20 (1) Top of pipe elevations and coordinates for sanitary sewer lines at 21 the following locations: 22 (a) Every 250 linear feet 23 (b) Horizontal and vertical points of inflection, curvature, etc. 24 (c) Cleanouts 25 c. Construction survey will be performed in order to maintain complete and 26 accurate logs of control and survey work associated with meeting or exceeding 27 the line and grade required by these Specifications. 28 d. The Contractor will need to ensure coordination is maintained with the City to 29 perform construction survey and to verify control data, including but not 30 limited to the following: 31 1) Established benchmarks and control points provided for the Contractor's 32 use are accurate 33 2) Benchmarks were used to furnish and maintain all reference lines and 34 grades for tunneling 35 3) Lines and grades were used to establish the location of the pipe 36 4) Submit to the City copies of field notes used to establish all lines and 37 grades and allow the City to check guidance system setup prior to 38 beginning each tunneling drive. 39 5) Provide access for the City to verify the guidance system and the line and 40 grade of the carrier pipe on a daily basis. 41 6) The Contractor remains fully responsible for the accuracy of the work and 42 the correction of it, as required. 43 7) Monitor line and grade continuously during construction. 44 8) Record deviation with respect to design line and grade once at each pipe 45 joint and submit daily records to City. 46 9) If the installation does not meet the specified tolerances, immediately notify 47 the City and correct the installation in accordance with the Contract 48 Documents. 49 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 71 23-4 CONSTRUCTION STAKING AND SURVEY Page 4 of4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 APPLICATION 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 13 City in accordance with this Specification. 14 B. Do not change or relocate stakes or control data without approval from the City. 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 24 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 017423-1 CLEANING Page 1 of 4 1 SECTION 01 74 23 2 CLEANING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 7423-3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight -exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 7423-4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City, remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 77 19 -1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 2 3 PART 1 - GENERAL SECTION 01 7719 CLOSEOUT REQUIREMENTS 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 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 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 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 29 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 78 39 - 1 PROJECT RECORD DOCUMENTS Page I of 4 1 2 3 PART 1 - GENERAL SECTION 01 78 39 PROJECT RECORD DOCUMENTS 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED foR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Ca11 attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Call attention to each entry by drawing a "cloud" around the area or areas 2 affected. 3 d. Make changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents, other than Drawings, have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents, other than Drawings, will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD foil] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 26 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330520-1 AUGER BORING Page 1 of 8 1 SECTION 33 05 20 2 AUGER BORING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Minimum requirements for auger boring using 48-inch and smaller casing pipe with 7 lengths less than 350 feet at the locations shown on the Drawings 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Added 1.6.A: Shop Drawings for contact grouting required for this project. 10 2. Added 3.4.F.1.b: At a minimum, auger shall be pulled every 60 linear feet of 11 progress to monitor line and grade of steel casing pipe. 12 3. Added 3.4.E.2: Additional contact grouting language added to the section. 13 4. Added 3.4.E.3: Additional contact grouting language added to the section. 14 5. Added 3.4.E.4: Additional contact grouting language added to the section. 15 6. Added 3.4.E.5: Additional contact grouting language added to the section. 16 7. Added 3.4.E.6: Additional contact grouting Language added to the section. 17 C. Related Specification Sections include, but are not necessarily limited to: 18 1. Division 0 — Bidding Requirements, Contract Fowls, and Conditions of the 19 Contract 20 2. Division 1 — General Requirements 21 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 22 4. Section 33 05 22 — Steel Casing Pipe 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Measurement 26 a. This Item is considered subsidiary to steel casing pipe construction. 27 2. Payment 28 a. The work performed and materials furnished in accordance with this Item are 29 subsidiary to the unit price bid per linear foot of By Other Than Open Cut to be 30 complete in place, and no other compensation will be allowed. 31 1.3 REFERENCES 32 A. Reference Standards 33 1. Reference standards cited in this Specification refer to the current reference 34 standard published at the time of the latest revision date logged at the end of this 35 Specification, unless a date is specifically cited. 36 2. Occupational Safety and Health Administration (OSHA) 37 a. OSHA Regulations and Standards for Underground Construction, 29 CFR Part 38 1926, Subpart S, Underground Construction and Subpart P, Excavation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 33 05 20 - 2 AUGER BORING Page 2 of 8 1 1.4 ADMINISTRATIVE REQUIREMENTS 2 A. Pre -installation 3 1. Provide written notice to the City at least 3 workings days in advance of the 4 planned launch of auger boring operations. 5 1.5 SUBMITTALS 6 A. Submittals shall be in accordance with Section 01 33 00. 7 B. All submittals shall be approved by the City prior to delivery. 8 4,6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS {NOT USED] 9 A. Shop Drawings 10 1. For all projects, provide the following for Contact Grouting: 11 a. Contact Grouting (outside of casing) Work Plan and Methods including: 12 1) Grouting methods 13 2) Details of equipment 14 3) Grouting procedures and sequences including: 15 a) Injection methods 16 b) Injection pressures 17 c) Monitoring and recording equipment 18 d) Pressure gauge calibration data 19 e) Materials 20 4) Grout mix details including: 21 a) Proportions 22 b) Admixtures including: 23 (1) Manufacturer's literature 24 (2) Laboratory test data verifying the strength of the proposed 25 grout mix 26 (3) Proposed grout densities 27 (4) Viscosity 28 (5) Initial set time of grout 29 (a) Data for these requirements shall be derived from trial 30 batches from an approved testing laboratory. 31 5) Submit a minimum of 3 other similar projects where the proposed 32 grout mix design was used. 33 6) Submit anticipated volumes of grout to be pumped for each application 34 and reach grouted. 35 1.7 CLOSEOUT SUBMITTALS [NOT USED] 36 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 37 1.9 QUALITY ASSURANCE 38 A. Qualifications 39 1. Contractor 40 a. All boring work shall be performed by an experienced subcontractor or 41 Contractor who has at least 5 years of experience in performing tunneling work 42 and has completed at least 5 boring projects of similar diameter and ground 43 conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 33 05 20 - 3 AUGER BORING Page 3 of 8 1 1) At least 1 of the projects shall have an individual boring length equal to or 2 greater in length than the longest tunnel on this project. 3 2) Submit details of referenced projects including owner's name and contact 4 information, project superintendent and machine operators. 5 b. The project superintendent shall have at least 5 years of experience supervising 6 boring construction. 7 1) The Contractor may be required to submit details of referenced project 8 including owner's name, contact information and project superintendent. 9 c. The site safety representative and personnel responsible for air quality 10 monitoring shall be experienced in tunnel construction and shall have current 11 certification by OSHA. 12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART2- PRODUCTS 16 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 17 2.2 MATERIALS 18 A. Description 19 1. Steel Casing Pipe shall be in accordance with Section 33 05 22. 20 2. Tunnel Liner Plate is not permitted for use with Auger Boring. 21 B. Design Criteria 22 1. Design excavation methods and spoil conveyance system for the full range of 23 ground conditions described in the Geotechnical Reports anticipated 24 2. Tolerance 25 a. Pressurized Carrier pipe 26 1) Lateral or vertical variation in the final position of the pipe casing from the 27 line and grade established by the Drawings shall be permitted only to the 28 extent of linch in 10 feet provided that such variation shall be regular and 29 only in the direction that will not detrimentally affect the function of the 30 carrier pipe and clearances from other underground utilities or structures. 31 b. Gravity Carrier Pipe 32 1) Lateral variation in the final position of the pipe casing from the line and 33 grade established by the Drawings shall be permitted only to the extent of 34 linch in 10 feet provided that such variation shall be regular and only in the 35 direction that will not detrimentally affect the function of the carrier pipe 36 and clearances from other underground utilities or structures. 37 2) Grades shown on Drawings must be maintained vertically. 38 3. Use methods and equipment that control surface settlement and heave above the 39 pipeline to prevent damage to existing utilities, facilities and improvements. 40 a. Limit any ground movements (settlement/heave) to values that shall not cause 41 damage to adjacent utilities or surface features (i.e. pavement, structures, 42 railroad tracks, etc.) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 33 05 20 - 4 AUGER BORING Page 4 of 8 1 b. Repair any damage caused by ground movements at no cost to the City. 2 2.3 ACCESSORIES [NOT USED] 3 2.4 SOURCE QUALITY CONTROL [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION 8 A. Boring shall not begin until the following have been completed: 9 1. Review of available utility drawings and location of conduits and underground 10 utilities in all areas where excavation is to be performed. 11 a. Notify the applicable one -call system prior to any excavation to avoid 12 interference with the existing conduits and utilities in accordance with Division 13 1. 14 1) Repair damage to existing utilities resulting from excavation at no 15 additional cost to the City. 16 b. Follow notification requirements of permit provider where applicable. 17 2. Complete pit excavations and support systems for each drive in accordance with the 18 requirements of the Specifications. 19 3.4 INSTALLATION 20 A. General 21 1. Immediately notify the City if any problems are encountered with equipment or 22 materials or if the Contractor believes the conditions encountered are materially and 23 significantly different than those represented within the Contract Documents. 24 2. Where pipe is required to be installed under railroad embankments or under 25 highways, streets or other facilities, construction shall be performed in such a 26 manner so as to not interfere with the operation of the railroad, street, highway or 27 other facility, and so as not to weaken or damage any embankment or structure. 28 3. During construction operations, furnish and maintain barricades and lights to 29 safeguard traffic and pedestrians until such time as the baclll has been completed 30 and then remove from the site. 31 4. Properly manage and dispose of groundwater inflows to the shafts in accordance 32 with requirements of specifications and all permit conditions. 33 a. Discharge of groundwater inflow into sanitary sewers is not allowed without 34 proper approval and permits. 35 5. Furnish all necessary equipment, power, water and utilities for tunneling, spoil 36 removal and disposal, grouting and other associated work required for the methods 37 of construction. 38 6. Promptly clean up, remove and dispose of any spoil or slurry spillage. 39 7. Do not disturb roadways, railroads, canal channels, adjacent structures, landscaped 40 areas or existing utilities. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330520-5 AUGER BORING Page 5 of 8 1 a. Any damage shall be immediately repaired to original or better condition and to 2 the satisfaction of the Engineer or permit grantor at no additional cost to the 3 City. 4 8. Whenever there is a condition that is likely to endanger the stability of the 5 excavation or adjacent structures, operate with a full crew 24 hours a day, including 6 weekends and holidays, without interruption, until those conditions no longer 7 jeopardize the stability of the Work. 8 9. Notify the Texas One Call system (800-245-4545) to request marking of utilities by 9 utility owners / operators that subscribe to One Ca11, and shall individually notify 10 all other known or suspected utilities to request marking of these utilities. 11 a. Confirm that all requested locates are made prior to commencing boring 12 operations. 13 b. Visually confirm and stake necessary existing lines, cables, or other 14 underground facilities including exposing necessary crossing utilities and 15 utilities within 10 feet laterally of the designed tunnel. 16 c. Control drilling and grouting practices to prevent damage to existing utilities. 17 B. Boring Methods 18 1. Tunnel liner plate shall not be used for auger boring. 19 2. The Contractor shall be fully responsible for insuring the methods used are 20 adequate for the protection of workers, pipe, property and the public and to provide 21 a finished product as required. 22 3. Blasting is not allowed. 23 C. Pits and Trenches 24 1. If the grade of the pipe at the end is below the ground surface, suitable pits or 25 trenches shall be excavated for the purpose of conducting the jacking operations 26 and for placing end joints of the pipe. 27 2. Wherever end trenches are cut in the sides of the embankment or beyond it, such 28 work shall be sheeted securely and braced in a manner to prevent earth from caving 29 in. 30 3. The location of the pit shall meet the approval of the City. 31 4. The pits of trenches excavated to facilitate these operations shall be backfilled in 32 accordance with Section 33 05 10 immediately after the casing and carrier pipe 33 installation has been completed. 34 D. Boring 35 1. Install steel casing pipe by boring hole with the earth auger and simultaneously 36 jacking pipe into place. 37 2. The boring shall proceed from a pit provided for the boring equipment and 38 workmen. 39 3. Pilot Hole, required for 24-inch and larger casings 40 a. By this method an approximate 2-inch hole shall be bored the entire length of 41 the crossing and shall be checked for line and grade on the opposite end of the 42 bore from the work pit. 43 b. This pilot hole shall serve as the centerline of the larger diameter hole to be 44 bored. 45 c. Other methods of maintaining line and grade on the casing may be approved if 46 acceptable to the Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 33 05 20 - 6 AUGER BORING 1 2 3 4 5 6 Page 6 of 8 d. Placed excavated material near the top of the working pit and disposed of as required. 1) If no room is available, immediate haul off is required. 4. The use of water or other fluids in connection with the boring operation will be permitted only to the extent required to lubricate cuttings. a. Jetting or sluicing will not be permitted. 7 5. In unconsolidated soil formations, a gel -forming colloidal drilling fluid consisting 8 of at least 10 percent of high grade carefully processed bentonite may be used to: 9 a. Consolidate cuttings of the bit 10 b. Seal the walls of the hole 11 c. Furnish lubrication for subsequent removal of cuttings and installation of the 12 pipe immediately thereafter 13 6. Allowable variation from the line and grade shall be as specified in this 14 Specification. 15 7. All voids in excess of 2 inches between bore and outside of casing shall be pressure 16 grouted. 17 E. Contact Grouting 18 1. Contact grout any voids caused by or encountered during the boring. 19 a. Modify equipment and procedures as required to avoid recurrence of excessive 20 settlements or damage. 21 2. Pressure grout any voids caused by or encountered during the boring. 22 a. Modify equipment and procedures as required to avoid recurrence of 23 excessive settlements or damage. 24 3. Install contact grout in the void space between the outside of the casing and the 25 excavation. 26 a. For casing, install pressure grout mix at the end of each work day or more 27 often, as conditions warrant. 28 4. Install pressure grouting through grout fittings for the casing. 29 a. Remove and plug grout fittings after pressure grouting. 30 5. Install pressure grout from the low end for all crossings where grout fittings 31 are not used. 32 a. Seal the low end and pressure grout until grout is extruded from the 33 opposite end. 34 6. Pressure grout any voids in storm drain embedment or backfill caused or 35 encountered during tunneling. 36 a. Install test holes in the existing storm drain lines. 37 fill voids until extruded through test holes. 38 b. Plug test holes after pressure grouting. 39 F. Control of Line and Grade Grout shall be pumped to 40 1. Monitor line and grade continuously during boring operations. 41 a. Record deviation with respect to design line and grade once at each casing 42 joint. 43 b. At a minimum, auger shall be pulled after every 60 linear feet of progress 44 of steel casing pipe and line and grade shall be evaluated. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330520-7 AUGER BORING Page 7 of 8 1 2. If the pipe installation does not meet the specified tolerances, correct the 2 installation, including any necessary redesign of the pipeline or structures and 3 acquisition of necessary easements. 4 3.5 CLEANUP AND RESTORATION 5 A. After completion of the boring, all construction debris, spoils, oil, grease and other 6 materials shall be removed from the pipe, pits and all work areas. 7 B. Restoration shall follow construction as the Work progresses and shall be completed as 8 soon as reasonably possible. 9 1. Restore and repair any damage resulting from surface settlement caused by shaft 10 excavation or boring. 11 2. Any property damaged or destroyed shall be restored to a condition equal to or 12 better than existing prior to construction. 13 3. Restoration shall be completed no later than 30 days after boring is complete, or 14 earlier if required as part of a permit or easement agreement. 15 4. This provision for restoration shall include all property affected by the construction 16 operations. 17 3.6 RE -INSTALLATION [NOT USED] 18 3.7 SITE QUALITY CONTROL 19 A. Field Tests and Inspections 20 1. Allow access to the City and furnish necessary assistance and cooperation to aid in 21 the observations, measurements, data and sample collection, including, but not 22 limited to the following: 23 a. The City shall have access to the boring system prior to, during and following 24 all boring operations. 25 b. The City shall have access to the tunneling shafts prior to, during and following 26 all boring operations. 27 1) This shall include, but not be limited to, visual inspection of installed pipe 28 and verification of line and grade. 29 2) The Contractor shall provide safe access in accordance with all safety 30 regulations. 31 c. The City shall have access to spoils removed from the boring excavation prior 32 to, during and following all boring operations. 33 1) The City shall be allowed to collect soil samples from the muck buckets or 34 spoil piles a minimum of once every 10 feet and at any time when changes 35 in soil conditions or obstructions are apparent or suspected. 36 B. Safety 37 1. The Contractor is responsible for safety on the job site. 38 a. Perform all Work in accordance with the current applicable regulations of the 39 Federal, State and local agencies. 40 b. In the event of conflict, comply with the more restrictive applicable 41 requirement. 42 2. No gasoline powered equipment shall be permitted in receiving shafts/pits. 43 a. Diesel, electrical, hydraulic, and air powered equipment are acceptable, subject 44 to applicable local, State and Federal regulations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 33 05 20 - 8 AUGER BORING Page 8 of 8 1 3. Furnish and operate a temporary ventilation system in accordance with applicable 2 safety requirements when personnel are underground. 3 a. Perform all required air and gas monitoring. 4 b. Ventilation system shall provide a sufficient supply of fresh air and maintain an 5 atmosphere free of toxic or flammable gasses in all underground work areas. 6 4. Perform all work in accordance with all current applicable regulations and safety 7 requirements of the Federal, State and Local agencies. 8 5. Comply with all applicable provisions of OSHA 29 CFR Part 1926, Subpart S, 9 Underground Construction and Subpart P, Excavations. 10 a. In the event of conflict, comply with the more stringent requirements. 11 6. If personnel will enter the pipe during construction, the Contractor shall develop an 12 emergency response plan for rescuing personnel trapped underground in a shaft 13 excavation or pipe. 14 a. Keep on -site all equipment required for emergency response in accordance with 15 the agency having jurisdiction. 16 3.8 SYSTEM STARTUP [NOT USED] 17 3.9 ADJUSTING [NOT USED] 18 3.10 CLEANING [NOT USED] 19 3.11 CLOSEOUT ACTIVITIES [NOT USED] 20 3.12 PROTECTION [NOT USED] 21 3.13 MAINTENANCE [NOT USED] 22 3.14 ATTACHMENTS [NOT USED] 23 END OF SECTION 24 25 Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SUMMARY OF CHANGE CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330521-1 TUNNEL LINER PLATE Page 1 of 5 1 SECTION 33 05 21 2 TUNNEL LINER PLATE 3 PART 1 - 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. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 13 Contract 14 2. Division 1 — General Requirements 15 3. Section 33 05 23 — Hand Tunneling 16 4. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 a. Measurement 20 I) Measured horizontally along the surface for the length of Tunnel Liner Plate 21 installed 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item and 24 measured as provided under "Measurement" will be paid for at the unit price 25 bid per linear foot of "Casing/Tunnel Liner Plate, By Other than Open Cut" 26 installed for: 27 a) Various Sizes 28 2) The work performed and materials furnished in accordance with this Item and 29 measured as provided under "Measurement" will be paid for at the unit price 30 bid per linear foot of "Tunnel Liner Plate, By Other than Open Cut" installed 31 for: 32 a) Various Sizes 33 c. The price bid shall include: 34 1) Furnishing and installing Tunnel Liner Plate as specified by the Drawings 35 2) Mobilization 36 3) Launching shaft 37 4) Receiving shaft 38 5) Pavement removal 39 6) Excavation 40 7) Hauling 41 8) Disposal of excess material 42 9) Furnishing, placement, and compaction of backfill CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330521-2 TUNNEL LINER PLATE Page 2 of 5 1 10) Clean-up 2 1.3 REFERENCES 3 A. Reference Standards 4 1. Reference standards cited in this Specification refer to the current reference 5 standard published at the time of the latest revision date logged at the end of this 6 Specification, unless a date is specifically cited. 7 2. American Association of State Highway and Transportation Officials (AASHTO) 8 a. LRFD, Bridge Design Manual, Section 12.13 9 b. M190, Bituminous -Coated Corrugated Metal Culvert Pipe and Pipe Arches. 10 3. American Society of Testing and Materials (ASTM): 11 a. A123, Standard Specification for Zinc (Hot- Dip Galvanized) Coating on Iron 12 and Steel Products. 13 b. A153, Standard Specification for Zinc Coating (Hot Dip) on Iron and Steel 14 Hardware. 15 c. A1011, Standard Specification for Steel, Sheet and Strip, Hot -Rolled, Carbon, 16 Structural, High -Strength Low -Alloy and High -Strength Los -Alloy with 17 Improved Formability, and Ultra -High Strength. 18 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 19 1.5 SUBMITTALS 20 A. Submittals shall be in accordance with Section 01 33 00. 21 B. All submittals shall be approved by the City prior to delivery. 22 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 23 A. Product Data 24 1. Tunnel Liner Plate and fasteners 25 a. Material data 26 2. Exterior Coating 27 a. Material data 28 b. Field touch-up procedures 29 3. Grout Mix 30 a. Material data 31 B. Shop Drawings 32 1. Submit calculations for the design of the Tunnel Liner Plate sealed by a Licensed 33 Engineer in the State of Texas. 34 2. Detailed plan for grouting the void space on the exterior of the Tunnel Liner Plate 35 3. Grout coupling location and spacing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330521-3 TUNNEL LINER PLATE Page 3 of 5 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING 5 A. Deliver, handle and store Tunnel Liner Plate in accordance with the Manufacturer's 6 recommendations to protect coating systems. 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 2.1 OWNER -FURNISHED JoR] OWNER -SUPPLIED PRODUCTS [NOT USED] 11 2.2 MATERIALS 12 A. Manufacturers 13 1. Only the manufacturers as listed on the City's Standard Products List will be 14 considered as shown in Section 01 60 00, and/or as specified herein. 15 a. The manufacturer must comply with this Specification and related Sections. 16 b. Manufactured by Contech Construction Products, Inc., American Commercial 17 Inc., or approved equal. 18 2. Any product that is not listed on the Standard Products List is considered a 19 substitution and shall be submitted in accordance with Section 01 25 00. 20 B. Design Criteria 21 a. Manufacturer to design Tunnel Liner Plate in accordance with the methods and 22 criteria as specified in AASHTO LRFD, Bridge Design Manual, Section 12.13. 23 b. Soil parameters shall be determined by the Tunnel Liner Plate Manufacturer. 24 c. Allow a maximum deflection of 3 percent. 25 d. Thickness of the Tunnel Liner Plate specified herein is the minimum acceptable 26 and shall be increased as necessary to obtain adequate joint strength, stiffness, 27 buckling strength and resistance to deflection. 28 C. Materials 29 1. Tunnel Liner Plate 30 a. Provide new, corrugated metal Tunnel Liner Plates made from steel sheets 31 conforming to the requirements of ASTM A1011. 32 1) Potable and Reclaimed Water carrier pipe 33 a) Galvanized 34 (1) Plate to be galvanized with zinc coating in accordance with 35 ASTM A123 with the following exception: 36 (a) Zinc shall be applied at a rate of 2.0 ounces per square foot on 37 each side. 38 b) Coated 39 (1) Plate to be coated with a bituminous coating meeting the 40 performance requirements of AASHTO M190 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330521-4 TUNNEL LINER PLATE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Page 4 of 5 (2) Uniformly coat pipe inside and out to minimum thickness of 0.05 inches, measured on crests of corrugations. 2) Sanitary Sewer carrier pipe a) Galvanized (1) Plate to be galvanized with zinc coating in accordance with ASTM A123 with the following exception: (a) Zinc shall be applied at a rate of 2.0 ounces per square foot on each side. b. Tunnel Liner Plates and fasteners shall comply with the requirements of AASHTO LRFD, Bridge Design Manual, Section 12.13. 1) Liner plates shall be punched for bolting on both longitudinal and circumferential seams and fabricated to permit complete erection from the inside of the tunnel. 2) Bolts and nuts shall be galvanized to conform to ASTM A153. 3) Where groundwater is encountered gasketed liner plates shall be used. 4) Plates shall be of uniform fabrication and those intended for 1 size tunnel shall be interchangeable. 5) Field welding of Tunnel Liner Plate, including grout couplings shall not be allowed. 6) The material used for the construction of these plates shall be new, unused and suitable for the purpose intended. 7) Minimum thickness of Tunnel Liner Plate shall be as follows*: Tunnel Diameter (inches) 48 54 60 66 72 Greater than 72 2-Flanged Liner Plate Thickness (gauge) Bury Depth: 14 14 14 12 12 Project Specific Design 4-Flanged Liner Plate Thickness (gauge) 8 feet —16 feet 12 12 11 10 8 Project Specific Design *The information in the above table is based on the following assumptions: AASHTO Section 16: "Steel Tunnel Liner Plates", H2O loading angle of 0 and bury depth of 8 feet to 16 feet. For projects not meeting these assumptions, a specific design should be performed to determine the appropriate thickness for the liner plate. 30 2. Casing Insulators 31 a. Casing insulators shall be used for this project in accordance with 32 Section 33 05 24. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330521-5 TUNNEL LINER PLATE Page 5 of 5 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. Tunnel Liner Plate shall be installed in accordance with appropriate portions of Section 9 33 05 23. 10 B. Carrier pipe shall be installed inside Tunnel Liner Plate in accordance with 11 Section 33 05 24. 12 C. Contact grouting of the annulus outside the Tunnel Liner Plate shall be performed in 13 accordance with Section 33 05 23. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 26 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.3.A.3 — AASHTO reference updated to current publication CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330522-1 STEEL CASING PIPE Page 1 of 6 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 33 05 22 STEEL CASING PIPE 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. Deleted 1.6.B.1 — Shop drawings will be required for Auger Boring on this, 11 project. 12 2. Modified 1.6.B.2 - Shop drawings will be required for Auger Boring on this 13 project. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Foul's, and Conditions of the 16 Contract 17 2. Division 1 — General Requirements 18 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 19 4. Section 33 05 20 — Auger Boring 20 5. Section 33 05 23 — Hand Tunneling 21 6. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. Open Cut 25 a. Measurement 26 1) Measured horizontally along the surface for length of Steel Casing Pipe 27 installed 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 and measured as provided under "Measurement" will be paid for at the unit 31 price bid per linear foot of "Casing, By Open Cut" installed for: 32 a) Various Sizes 33 c. The price bid shall include: 34 1) Furnishing and installing Steel Casing Pipe as specified by the Drawings 35 2) Mobilization 36 3) Pavement removal 37 4) Excavation 38 5) Hauling 39 6) Disposal of excess material 40 7) Furnishing, placement, and compaction of embedment 41 8) Furnishing, placement, and compaction of backfill CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 33 05 22 - 2 STEEL CASING PIPE Page 2 of 6 1 9) Clean-up 2 2. By Other than Open Cut 3 a. Measurement 4 1) Measured horizontally along the surface for length of Steel Casing Pipe 5 installed 6 b. Payment 7 1) The work performed and materials furnished in accordance with this Item 8 and measured as provided under "Measurement" will be paid for at the unit 9 price bid per linear foot of "Casing/Tunnel Liner Plate, By Other than Open 10 Cut" installed for: 11 a) Various Sizes 12 2) The work performed and materials furnished in accordance with this Item 13 and measured as provided under "Measurement" will be paid for at the unit 14 price bid per linear foot of "Casing, By Other than Open Cut" installed for: 15 a) Various Sizes 16 c. The price bid shall include: 17 1) Furnishing and installing Steel Casing Pipe as specified by the Drawings 18 2) Mobilization 19 3) Launching shaft 20 4) Receiving shaft 21 5) Pavement removal 22 6) Excavation 23 7) Hauling 24 8) Disposal of excess material 25 9) Furnishing, placement, and compaction of backfill 26 10) Clean-up 27 1.3 REFERENCES 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. ASTM International (ASTM): 33 a. A139, Standard Specification for Electric -Fusion (Arc) -Welded Steel Pipe 34 (NPS Sizes 4 and Over). 35 3. American Water Works Association (AWWA): 36 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - 37 Enamel and Tape - Hot Applied. 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS 40 A. Submittals shall be in accordance with Section 01 33 00. 41 B. All submittals shall be approved by the City prior to delivery. 42 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 43 A. Product Data 44 1. Exterior Coating CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 33 05 22 - 3 STEEL CASING PIPE Page 3 of 6 1 2 3 4 5 6 a. Material data b. Field touch-up procedures 2. Interior Coating a. Material data b. Field touch-up procedures B. Shop Drawings 7 1. No shop drti y.' 8 2. For T„nnding, Provide the following: 9 a. Furnish details for Steel Casing Pipe outlining the following: 10 1) Grout/lubrication ports 11 2) Joint details 12 3) Other miscellaneous items for furnishing and fabricating pipe 13 Submit calculations in a neat, legible format that is sealed by a Licensed 14 Professional Engineer in Texas, consistent with the information provided in the 15 geotechnical report, and includes: 16 1) Calculations confirming that pipe jacking capacity is adequate to resist the 17 anticipated jacking loads for each crossing with a minimum factor of safety 18 of 2 19 2) Calculations confirming that pipe capacity is adequate to safely support all 20 other anticipated loads, including earth and groundwater pressures, 21 surcharge loads, and handling loads 22 3) Calculations confirming that jointing method will support all loading 23 conditions b. 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, STORAGE, AND HANDLING 28 A. Delivery, Handling, and Storage 29 1. Prior to delivery of the pipe, end/internal bracing shall be furnished and installed, 30 as recommended by the manufacturer, for protection during shipping and storage. 31 2. Deliver, handle and store pipe in accordance with the Manufacturer's 32 recommendations to protect coating systems. 33 1.11 FIELD [SITE] CONDITIONS [NOT USED] 34 1.12 WARRANTY [NOT USED] 35 PART 2 - PRODUCTS 36 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 37 2.2 MATERIALS 38 A. Design Criteria CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330522-4 STEEL CASING PIPE Page 4 of 6 1 1. The Contractor is fully responsible for the design of Steel Casing Pipe that meets or 2 exceeds the design requirements of this Specification and that is specifically 3 designed for installation by the intended trenchless method. 4 2. For Steel Casing Pipe utilized for tunneling projects, consider the following: 5 a. Design of the casing pipe shall account for all installation and service loads 6 including: 7 1) Jacking loads 8 2) External groundwater and earth loads 9 3) Traffic loads 10 4) Practical consideration for handling, shipping and other construction 11 operations 12 5) Any other live or dead loads reasonably anticipated 13 b. Design shall be sealed and signed by a registered Professional Engineer 14 licensed in the State of Texas. 15 c. The allowable jacking capacity shall not exceed 50 percent of the minimum 16 steel yield stress. 17 3. Steel Casing Pipe shall have a minimum wall thickness as follows: 18 Casing Pipe Diameter Minimum Wall Thickness (inches) (inches) 14 — 18 .3125 (5/16) 20-24 26-32 34-42 44 — 48 Greater than 48 .375 (3/8) .5 (1/2) .625 (5/8) .6875 (11/16) Project specific design 19 20 4. Steel Casing Pipe shall be provided with inside diameter sufficient to efficiently 21 install the required carrier pipe with casing spacers as required in Section 33 05 24. 22 a. Allowable casing diameters are shown on the Drawings for each crossing. 23 5. Furnish in lengths that are compatible with Contractor's shaft sizes and allowable 24 work areas. 25 6. Random segments of pipe will not be permitted for straight runs of casing. 26 a. Closing piece segments, however, shall be acceptable. 27 7. When required by installation method, provide grout/lubricant ports along the pipe 28 at intervals of 10 feet or less. 29 a. Ports and fittings shall be attached to the pipe in a manner that will not 30 materially affect the strength of the pipe nor interfere with installation of carrier 31 pipe. 32 b. Plugs for sealing the fittings shall be provided by the Contractor and shall be 33 capable of withstanding all external and internal pressures and loads without 34 leaking. 35 B. Materials 36 1. Provide new, smooth -wall, carbon steel pipe conforming to ASTM A139, Grade B. 37 2. Dimensional Tolerances CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330522-5 STEEL CASING PIPE Page 5 of 6 1 a. Furnishing and installing Steel Casing Pipe with dimensional tolerances that are 2 compatible with performance requirements and proposed installation methods 3 that meet or exceed the specific requirements below: 4 1) Minimum wall thickness at any point shall be at least 87.5 percent of the 5 nominal wall thickness. 6 2) Outside circumference within 1.0 percent or 3/4 inch of the nominal 7 circumference, whichever is less. 8 3) Outside diameter of the pipe shall be within 1/8 inch of the nominal outside 9 diameter. 10 4) Roundness such that the difference between the major and minor outside 11 diameters shall not exceed 0.5 percent of the specified nominal outside 12 diameter or 1/4 inch, whichever is less. 13 5) Maximum allowable straightness deviation of 1/8 inch in any 10-foot 14 length. 15 3. All steel pipe shall have square ends. 16 a. The ends of pipe sections shall not vary by more than 1/8 inch at any point from 17 a true plane perpendicular to the axis of the pipe and passing through the center 18 of the pipe at the end. 19 b. When pipe ends have to be beveled for welding, the ends shall be beveled on 20 the outside to an angle of 35 degrees with a tolerance of± 2V2 degrees and with 21 a width of root face 1/16 inch ± 1/32 inch. 22 4. Steel Casing Pipe shall be fabricated with longitudinal weld seams. 23 a. All girth weld seams shall be ground flush. 24 C. Finishes 25 1. Provide inside and outside of Steel Casing Pipe with a coal -tar protective coating in 26 accordance with the requirements of AWWA C203. 27 a. Touch up after field welds shall provide coating equal to those specified above. 28 2.3 ACCESSORIES [NOT USED] 29 2.4 SOURCE QUALITY CONTROL [NOT USED] 30 PART 3 - EXECUTION 31 3.1 INSTALLERS [NOT USED] 32 3.2 EXAMINATION [NOT USED] 33 3.3 PREPARATION [NOT USED] 34 3.4 INSTALLATION 35 A. Install Steel Casing Pipe for By Other than Open Cut in accordance with Section 33 05 36 20 or Section 33 05 23. Install Steel Casing Pipe for Open Cut in accordance with 37 Section 33 05 10. 38 1. Steel Casing Pipe connections shall be achieved by full penetration field butt 39 welding or an integral machine press -fit connection (Permalok or equal) prior to 40 installation of the pipe, depending on the type of carrier pipe. 41 2. Allowable joint types for each crossing are shown on the Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 33 05 22 - 6 STEEL CASING PIPE Page 6 of 6 1 3. Field butt welding a square end piece of steel pipe to a 35 degree beveled end of 2 steel pipe is acceptable. 3 4. Integral machined press -fit connections shall be installed in accordance with the 4 manufacturer's installation procedures and recommendations. 5 B. Carrier pipe shall be installed inside Steel Casing Pipe in accordance with 6 Section 33 05 24. 7 C. Contact grouting of the annulus outside the casing pipe shall be performed in 8 accordance with Section 33 05 23 or Section 33 05 20. 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 12 3.8 SYSTEM STARTUP [NOT USED] 13 3.9 ADJUSTING [NOT USED] 14 3.10 CLEANING [NOT USED] 15 3.11 CLOSEOUT ACTIVITIES [NOT USED] 16 3.12 PROTECTION [NOT USED] 17 3.13 MAINTENANCE [NOT USED] 18 3.14 ATTACHMENTS [NOT USED] 19 END OF SECTION 20 21 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330523-I HAND TUNNELING Page 1 of 10 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 33 05 23 HAND TUNNELING 5 A. Section Includes: 6 1. Minimum requirements for Hand Tunneling using tunnel liner plate or casing pipe 7 at the locations shown on the Drawings 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Added 3.4.E.5: Contact grout around existing storm drains, 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 05 21 — Tunnel Liner Plate 15 4. Section 33 05 22 — Steel Casing Pipe 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Measurement 19 a. This Item is considered subsidiary to Tunnel Liner Plate or Steel Casing Pipe 20 installation. 21 2. Payment 22 a. The work performed and materials furnished in accordance with this Item are 23 considered subsidiary the unit price bid per linear foot of By Other than Open 24 Cut installation of Tunnel Liner plate or Steel Casing to be completed in place, 25 and no other compensation will be allowed. 26 1.3 REFERENCES 27 A. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. American Association of State Highway and Transportation Officials (AASHTO): 32 a. HB-17, Standard Specifications for Highway Bridges. 33 3. Occupational Safety and Health Administration (OSHA) 34 a. OSHA Regulations and Standards for Underground Construction, 29 CFR Part 35 1926, Subpart S, Underground Construction and Subpart P, Excavation. 36 1.4 ADMINISTRATIVE REQUIREMENTS 37 A. Pre -installation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330523-2 HAND TUNNELING Page 2 of 10 1 1. The Contractor shall provide written notice to the City at least 72 hours in advance 2 of the planned launch of tunneling operations. 3 1.5 SUBMITTALS 4 A. Submittals shall be in accordance with Section 01 33 00. 5 B. All submittals shall be approved by the City prior to delivery. 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 7 A. Shop Drawings 8 1. Submit the following, when required by the Contract Documents: 9 a. Detailed description of the methods and equipment to be used in completing 10 each reach of tunnel 11 b. Description of the survey methods that will be used to ensure that the tunnel is 12 advanced as shown on the Drawings and within the line and grade tolerances 13 specified 14 c. Shaft layout drawings 15 1) Detailing dimensions and locations of all equipment, including overall 16 work area boundaries, crane, front-end loader, forklift, spoil stockpiles, 17 spoil hauling equipment, pumps, generator, pipe storage area, tool trailer or 18 containers, fences, and staging area 19 2) Shaft layout drawings will be required for all shaft locations and shall be to 20 scale, or show correct dimensions. 21 3) Layout such that all equipment and operations shall be completely 22 contained within the allowable construction areas shown on the Drawings 23 d. Schedule in accordance with Division 1 to include the following activities as 24 independent items: 25 1) Mobilization 26 2) Shaft excavation and support 27 3) Water control at shafts 28 4) Working slab construction 29 5) Thrust wall construction 30 6) Tunneling 31 7) Shaft backfill 32 8) Site restoration 33 9) Cleanup 34 10) Demobilization 35 2. For all projects, provide the following for Contact Grouting: 36 a. Contact Grouting (outside of casing) Work Plan and Methods including: 37 1) Grouting methods 38 2) Details of equipment 39 3) Grouting procedures and sequences including: 40 a) Injection methods 41 b) Injection pressures 42 c) Monitoring and recording equipment 43 d) Pressure gauge calibration data 44 e) Materials 45 4) Grout mix details including: 46 a) Proportions 47 b) Admixtures including: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330523-3 HAND TUNNELING Page 3 of 10 1 (1) Manufacturer's literature 2 (2) Laboratory test data verifying the strength of the proposed grout 3 mix 4 (3) Proposed grout densities 5 (4) Viscosity 6 (5) Initial set time of grout 7 (a) Data for these requirements shall be derived from trial batches 8 from an approved testing laboratory. 9 5) Submit a minimum of 3 other similar projects where the proposed grout 10 mix design was used. 11 6) Submit anticipated volumes of grout to be pumped for each application and 12 reach grouted. 13 B. Daily Records 14 1. Submit samples of the tunneling logs or records to be used at least 7 days prior to 15 beginning Hand Tunneling. 16 2. Submit daily records to the City's Inspector by noon on the day following the shift 17 for which the data or records were taken. 18 3. Daily records shall include: 19 a. Date 20 b. Time 21 c. Name of operator 22 d. Tunnel drive identification 23 e. Installed liner ring and corresponding tunnel length 24 f. Time required to tunnel each ring 25 g. Time required to set subsequent ring 26 h. Spoil volumes (muck carts per liner ring and estimated volume of spoil in each 27 muck cart) 28 i. Grout volumes and pressures 29 j. Soil conditions, including occurrences of unstable soils and estimated 30 groundwater inflow rates, if any 31 k. Line and grade offsets 32 1. Any movement of the guidance system 33 m. Problems encountered during tunneling 34 n. Durations and reasons for delays 35 0. Manually recorded observations made: 36 1) At intervals of not less than 2 every 5 feet 37 2) As conditions change 38 3) As directed by the City and/or Engineer 39 1.7 CLOSEOUT SUBMITTALS [NOT USED] 40 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 41 1.9 QUALITY ASSURANCE 42 A. Qualifications 43 1 Failure to meet the qualification requirements is failure to fulfill the Contract and 44 the Contractor will be required to obtain a subcontractor that meets the qualification 45 requirements. 46 2. Contractor CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 33 05 23 - 4 HAND TUNNELING Page 4 of 10 1 a. All tunneling work shall be performed by an experienced subcontractor or 2 Contractor who has at least 5 years of experience in performing tunneling work 3 and has completed at least 5 projects of similar diameter in similar ground 4 conditions. 5 3. All Work by the Contractor shall be done in the presence of the City unless the City 6 grants prior written approval to perform such work in City's absence. 7 4. The Contractor shall allow access to the City and/or Engineer and shall furnish 8 necessary assistance and cooperation to aid in the observations, measurements, data 9 and sample collection including, but not limited to, the following: 10 a. The City and/or Engineer shall have access to the tunneling system prior to, 11 during and following all tunneling operations. 12 b. The City and/or Engineer shall have access to the tunneling shafts prior to, 13 during and following all tunneling operations. 14 1) This shall include, but not be limited to, visual inspection of installed pipe 15 and verification of line and grade. 16 2) The Contractor shall provide safe access in accordance with all safety 17 regulations. 18 c. The City and/or Engineer shall have access to spoils removed from the tunnel 19 excavation prior to, during and following all tunneling operations. 20 1) The City shall be allowed to collect soil samples from the muck buckets or 21 spoil piles a minimum of once every 10 feet and at any time when changes 22 in soil conditions or obstructions are apparent or suspected. 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 MATERIALS 29 A. Description 30 1. Tunnel Liner Plate shall be in accordance with Section 33 05 21. 31 2. Casing Pipe shall be in accordance with Section 33 05 22. 32 B. Design Criteria 33 1. Design excavation methods and spoil conveyance system for the full range of 34 ground conditions described in the Geotechnical Reports 35 2. Tolerance 36 a. Accurately maintain the face of the excavation inside the tunnel so as to allow 37 the absolute minimum of void space outside the casing/liner plate. 38 b. Maintain a maximum of Y2 inch tolerance between the outside of the 39 casing/liner plate and the excavation wherever possible. 40 c. The tunnel diameter shall not be greater than 2 inches larger than the 41 casing/liner outer diameter (O.D.). CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330523-5 HAND TUNNELING Page 5 of 10 1 3. Use methods and equipment that control surface settlement and heave above the 2 pipeline to prevent damage to existing utilities, facilities and improvements. 3 a. Limit any ground movements (settlement/heave) to values that shall not cause 4 damage to adjacent utilities and facilities. 5 b. Repair any damage caused by ground movements at no cost to the City. 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION 12 A. Tunneling shall not begin until the following have been completed: 13 1. All required submittals have been made and the City and/or Engineer has reviewed 14 and accepted all submittals. 15 2. Review of available utility drawings and location of conduits and underground 16 utilities in all areas where excavation is to be performed. 17 a. Notify the applicable one -call system prior to any excavation to avoid 18 interference with the existing conduits and utilities. 19 1) Repair damage to existing utilities resulting from excavation at no 20 additional cost to the City. 21 3. Shaft excavations and support systems for each drive completed in accordance with 22 the requirements of the Specifications. 23 4. Site safety representative has prepared a code of safe practices in accordance with 24 OSHA requirements. 25 a. Provide the Engineer and Owner with a copy of each prior to starting shaft 26 construction or tunneling. 27 b. Hold safety meetings and provide safety instruction for new employees as 28 required by OSHA. 29 5. All specified settlement monitoring points have been installed, approved and 30 baselined in accordance with the Contract Documents. 31 B. Verification of Stability 32 1. Confirm that the ground will remain stable without movement of soil or water while 33 the entry/exit location shoring is removed and while the tunnel is launched or 34 received into a shaft. 35 2. Demonstrate that all soils have been stabilized at all tunnel portal locations to: 36 a. Prevent the inflow of weak, running or flowing soils. 37 b. Prevent the inflow of loose rock. 38 c. Prevent and control groundwater inflows. 39 3.4 INSTALLATION 40 A. Tunnel Methods CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 33 05 23 - 6 HAND TUNNELING Page 6 of 10 1 1. Tunnel liner plate shall not be used where bore or jack methods are used, or where 2 not allowed on the Drawings or permits. 3 2. The Contractor shall be fully responsible to: 4 a. Ensure the methods used are adequate for the protection of workers, pipe, 5 property and the public 6 b. Provide a finished product as required. 7 B. General 8 1. The Contractor shall immediately notify the City, in writing, if and when any 9 problems are encountered with equipment or materials, or if the Contractor believes 10 the conditions encountered are materially and significantly different than those 11 represented within the Contract Documents. 12 2. Properly manage and dispose of groundwater inflows to the shafts in accordance 13 with requirements of Specifications and all permit conditions. 14 a. Discharge of groundwater inflow into sanitary sewers is not allowed without 15 proper approval and permits. 16 3. Furnish all necessary equipment, power, water and utilities for tunneling, spoil 17 removal and disposal, grouting and other associated work required for the methods 18 of construction. 19 4. Promptly clean up. Remove and dispose of any spoil or slurry spillage. 20 5. Whenever there is a condition that is likely to endanger the stability of the 21 excavation or adjacent structures, operate with a full crew 24 hours a day, including 22 weekends and holidays, without interruption, until those conditions no longer 23 jeopardize the stability of the Work. 24 C. Installation with Steel Casing Pipe 25 1. Jack the pipe from the low or downstream end, unless specified otherwise. 26 a. Provide heavy duty jacks suitable for forcing the pipe through the embankment. 27 1) When operating jacks, apply pressure evenly. 28 b. Provide a suitable jacking head and bracing between jacks so that pressure will 29 be applied to the pipe uniformly around the ring of the pipe. 30 c. Provide a suitable jacking frame or back stop. 31 d. Set the pipe to be jacked on guides, properly braced together, to support the 32 section of the pipe and to direct it in the proper line and grade. 33 e. Place the whole jacking assembly so as to line up with the direction and grade 34 of the pipe. 35 f. In general, excavate embankment material just ahead of the pipe and remove 36 material through the pipe. 37 g. Force the pipe through the embankment with jacks into the space excavated. 38 2. The excavation for the underside of the pipe, for at least 1/3 of the circumference of 39 the pipe, shall conform to the contour and grade of the pipe. 40 a. Provide a clearance of not more than 2 inches for the upper half of the pipe. 41 1) This clearance shall be tapered off to 0 at the point where the excavation 42 conforms to the contour of the pipe. 43 b. Extend the distance of the excavation beyond the end of the pipe depending on 44 the character of the material, but do not exceed 2 feet in any case. 45 1) Decrease the distance if the character of the material being excavated 46 makes it desirable to keep the advance excavation closer to the end of the 47 pipe. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330523-7 HAND TUNNELING Page 7 of 10 1 3. If desired, use a cutting edge of steel plate around the head end of the pipe 2 extending a short distance beyond the end of the pipe with inside angles or lugs to 3 keep the cutting edge from slipping back onto pipe. 4 4. When jacking of pipe has begun, carry on the operation without interruption to 5 prevent the pipe from becoming firmly set in the embankment. 6 a. Remove and replace any pipe damaged in the jacking operations. 7 b. The Contractor shall absorb the entire expense. 8 D. Installation with Tunnel Liner Plate 9 1. Install the tunnel liner plates to the limits indicated on the Drawings and as 10 specified in AASHTO HB-17, Section II-26, Construction of Tunnels Using Steel 11 Tunnel Liner Plates. 12 a. Assemble liner plates into circumferential rings. 13 b. Liner plates shall be of the type to permit segments to be installed completely 14 from inside the tunnel. 15 2. Accurately maintain the face of the excavation inside the tunnel so as to allow the 16 absolute minimum of void space outside the casing/liner plate. 17 a. Maintain a maximum of/ inch tolerance between the outside of the 18 casing/liner plate and the excavation wherever possible. 19 b. The tunnel diameter shall not be greater than 2 inches larger than the liner O.D. 20 3. Liner plate installation shall proceed as closely as possible behind the excavation. 21 a. Excavation shall at no time be more than 6 inches ahead of the required space 22 to install an individual tunnel liner plate. 23 b. Use breast plates, poling boards or other suitable devices to maintain accurate 24 excavation with the minimum of unsupported excavation at any time. 25 c. Casing/Tunnel liner plate shall not be allowed to deflect vertically during 26 installation. 27 4. Tunneling operations shall control surface settlement and heave above the pipeline 28 to prevent damage to existing utilities, facilities and improvements. 29 a. In no case shall ground movements cause damage to adjacent structures, 30 roadways, or utilities. 31 b. The Contractor shall repair any damage resulting from construction activities, 32 at no additional cost to the City and without extensions of schedule for 33 completion. 34 E. Contact Grouting 35 1. Pressure grout any voids caused by or encountered during the tunneling. 36 a. Modify equipment and procedures as required to avoid recurrence of excessive 37 settlements or damage. 38 2. Install contact grout in the void space between the outside of the casing/tunnel liner 39 and the excavation. 40 a. For tunnel liner plate, install pressure grout mix at the end of each work day or 41 more often, as conditions warrant. 42 3. Install pressure grouting through grout fittings for the casing/tunnel liner plate 48- 43 inches in diameter or larger. 44 a. Grout fittings shall be fabricated into tunnel liner plate at a maximum spacing 45 of 6 feet. 46 b. Remove and plug grout fittings after pressure grouting. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330523-8 HAND TUNNELING Page 8 of 10 1 4. Install pressure grout from the low end for all crossings where grout fittings are not 2 used. 3 a. Seal the low end and pressure grout until grout is extruded from the opposite 4 end. 5 5. Pressure grout anv voids in storm drain embedment or backfill caused or 6 encountered during tunneling. 7 a. Install test holes in the existing storm drain lines. Grout shall be numned to 8 fill voids until extruded through test holes. 9 b. Plug test holes after pressure grouting. 10 F. Control of Line and Grade 11 1. Confirm that all established benchmarks and control points provided for the 12 Contractor's use are accurate. 13 a. Use these benchmarks to furnish and maintain all reference lines and grades for 14 tunneling. 15 b. Use lines and grades to establish the location of the pipe using a laser or 16 theodolite guidance system. 17 c. Submit to the City copies of field notes used to establish all lines and grades 18 and allow the Engineer to check guidance system setup prior to beginning each 19 tunneling drive. 20 d. Provide access for the City to perform survey checks of the guidance system 21 and the line and grade of the carrier pipe on a daily basis during tunneling 22 operations. 23 e. The Contractor remains fully responsible for the accuracy of the work and the 24 correction of it, as required. 25 2. The casing/tunnel liner shall be installed in accordance with the following 26 tolerances: 27 a. Variations from design line or grade: ± 2 inches maximum 28 1) If the installation is off line or grade, make the necessary corrections and 29 return to the design alignment and grade at a rate of not more than 1 inch 30 per 25 feet. 31 3. Monitor line and grade continuously during tunneling operations. 32 a. Record deviation with respect to design line and grade once at each pipe joint 33 and submit records to Engineer daily. 34 4. If the pipe installation does not meet the specified tolerances, correct the 35 installation, including any necessary redesign of the pipeline or structures and 36 acquisition of necessary easements. 37 G. Obstructions 38 1. If the tunneling operations should encounter an object or condition that impedes the 39 forward progress of the shield, notify the City immediately. 40 2. Correct the condition and remove, clear or otherwise make it possible for the shield 41 to advance past any objects or obstructions that impede forward progress. 42 3. Proceed with removal of the object or obstruction by methods submitted by the 43 Contractor and accepted by the City and/or Engineer. 44 4. Compensation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 33 05 23 - 9 HAND TUNNELING Page 9 of 10 1 a. The Contractor will receive compensation by change order for removal of 2 obstructions, as defined as metallic debris, reinforced concrete, rocks, whole 3 trees and other hard objects with a maximum dimension larger than 50 percent 4 of the outer diameter of the shield which: 5 1) Cannot be broken up by the cutting tools with diligent effort, and 6 2) Are located partially or wholly within the cross -sectional area of the bore 7 3) Contain utilities or ditch lines located longitudinally within the tunnel 8 horizon 9 b. Payment will be negotiated with the Contractor on a case -by -case basis. 10 c. The City and/or Engineer shall be provided an opportunity to view obstruction 11 prior to removal. 12 1) Any removal process that does not allow direct inspection of the nature 13 and position of the obstruction will not be considered for payment. 14 d. No additional compensation will be allowed for removing, clearing or 15 otherwise making it possible for the shield to advance past objects consisting of 16 cobbles, boulders, wood, reinforced concrete, and other objects or debris with 17 maximum lateral dimensions less than 50 percent of the outer diameter of the 18 shield. 19 3.5 CLEANUP AND RESTORATION 20 A. After completion of the tunneling, all construction debris, spoils, oil, grease and other 21 materials shall be removed from the tunneling pipe, shafts and all work areas. 22 1. Cleaning shall be incidental to the construction. 23 B. Restoration shall follow construction as the Work progresses and shall be completed as 24 soon as reasonably possible. 25 1. Restore and repair any damage resulting from surface settlement caused by shaft 26 excavation or tunneling. 27 2. Any property damaged or destroyed, shall be restored to a condition equal to or 28 better than that to which it existed prior to construction. 29 3. Restoration shall be completed no later than 30 days after tunneling is complete, or 30 earlier if required as part of a permit or easement agreement. 31 4. This provision for restoration shall include all property affected by the construction 32 operations. 33 3.6 RE -INSTALLATION [NOT USED] 34 3.7 SITE QUALITY CONTROL 35 A. Safety 36 1. No gasoline powered equipment shall be permitted in receiving shafts/pits. 37 a. Diesel, electrical, hydraulic and air powered equipment are acceptable, subject 38 to applicable local, State, and Federal regulations. 39 2. Furnish and operate a temporary ventilation system in accordance with applicable 40 safety requirements when personnel are underground. 41 a. Perform all required air and gas monitoring. 42 b. Ventilation system shall provide a sufficient supply of fresh air and maintain an 43 atmosphere free of toxic or flammable gasses in all underground work areas. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330523-10 HAND TUNNELING Page 10 of 10 1 3. Perform all Work in accordance with all current applicable regulations and safety 2 requirements of the Federal, State, and Local agencies. Comply with all applicable 3 provisions of OSHA 29 CFR Part 1926, Subpart S, Underground Construction and 4 Subpart P, Excavations. 5 a. In the event of conflict, comply with the more stringent requirements. 6 4. If personnel will enter the pipe during construction, the Contractor shall develop an 7 emergency response plan for rescuing personnel trapped underground in a shaft 8 excavation or pipe. 9 a. Keep on -site all equipment required for emergency response in accordance with 10 the agency having jurisdiction. 11 3.8 SYSTEM STARTUP [NOT USED] 12 3.9 ADJUSTING [NOT USED] 13 3.10 CLEANING [NOT USED] 14 3.11 CLOSEOUT ACTIVITIES [NOT USED] 15 3.12 PROTECTION [NOT USED] 16 3.13 MAINTENANCE [NOT USED] 17 3.14 ATTACHMENTS [NOT USED] 18 END OF SECTION 19 20 Revision Log DATE NAME CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SUMMARY OF CHANGE CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. City Project No. 01468 330524-1 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 1 of 10 1 2 SECTION 33 05 24 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for the installation of carrier pipe into steel casings or tunnel liner 7 plate at locations shown on the Drawings 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified 1.6.B.5.f 10 2. Modified 2.2.B.3.a.3.c.1 11 3. Modified 2.2.B.3.a.3.d 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division 1 — General Requirements 16 3. Section 33 01 30 — Sewer and Manhole Testing 17 4. Section 33 11 13 - Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 1. Installation of Sanitary Sewer Carrier Pipe in Casing/Tunnel Liner Plate a. b. c. 2) 3) 4) 5) 6) 7) 8) 9) Measurement 1) Measured horizontally along the surface from centerline to centerline of the beginning of the casing/liner to the end of the casing/liner Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot for "Sewer Carrier Pipe" complete in place for: a) Various Sizes The price bid shall include: 1) Furnishing and installing Sanitary Sewer Main (Pipe) in Casing/Tunnel Liner Plate as specified by the Drawings Mobilization Grout Casing Spacers End seals Excavation Hauling Disposal of excess material Clean-up 40 2. Installation of Water Carrier Pipe in Casing/Tunnel Liner Plate 41 a. Measurement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. 33 05 24 - 2 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 2of10 1 1) Measured horizontally along the surface from centerline to centerline of the 2 beginning of the casing/liner to the end of the casing/liner Payment 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 for "Water Carrier Pipe" complete in place for: 7 a) Various Sizes 8 c. The price bid shall include: 9 1) Furnishing and installing Water Main (Pipe) in Casing/Tunnel Liner Plate 10 as specified by the Drawings 11 2) Mobilization 12 3) Grout 13 4) Joint restraint 14 5) Casing Spacers 15 6) End seals 16 7) Excavation 17 8) Hauling 18 9) Disposal of excess material 19 10) Clean-up 20 1.3 REFERENCES 21 A. Definitions 22 1. Carrier Pipe: Permanent pipe for operational use that is used to convey flows 23 2. Casing: A steel pipe or tunnel liner installed by trenchless methods that supports the 24 ground and provides a stable underground excavation for installation of the carrier 25 pipe 26 B. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. American Society of Testing and Materials (ASTM) 31 a. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 32 Specimens. 33 b. C109, Standard Test Method for Compressive Strength of Hydraulic Cement 34 Mortars (Using 2-in or [50 mm] Cube Specimens). 35 c. D638, Standard Test Method for Tensile Properties of Plastics. 36 3. International Organization for Standardization (ISO): 37 a. 9001, Quality Management Systems - Requirements. 38 4. Occupational Safety and Health Administration (OSHA) 39 a. OSHA Regulations and Standards for Underground Construction, 29 CFR Part 40 1926, Subpart S, Underground Construction and Subpart P, Excavation. 41 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 42 1.5 SUBMITTALS 43 A. Submittals shall be in accordance with Section 01 33 00. 44 B. All submittals shall be approved by the City prior to delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. 33 05 24 - 3 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 3 of 10 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Product Data 3 1. Casing Isolators/Spacers 4 a. Material Data 5 2. Grout Mix 6 a. Material Data 7 B. Shop Drawings 8 1. Required for 24-inch and larger pipe installations 9 2. Submit Work Plan describing the carrier pipe installation equipment, materials and 10 construction methods to be employed. 11 3. Casing Spacers/Isolators 12 a. Detail drawings and manufacturer's information for the casing isolators/spacers 13 that will be used. 14 1) Include dimension and component materials and documentation of 15 manufacturer's ISO 9001:2000 certification. 16 b. Alternatives to casing spacers/isolators may be allowed by the City on a case- 17 by -case basis. 18 c. For consideration of alternate method, submit a detailed description of method 19 including details. 20 4. End seal or bulkhead designs and locations for casing/liners. 21 5. Annular Space (between casing pipe and casing/tunnel liner plate) Grouting Work 22 Plan and Methods including: 23 a. Grouting methods 24 b. Details of equipment 25 c. Grouting procedures and sequences including: 26 1) Injection methods 27 2) Injection pressures 28 3) Monitoring and recording equipment 29 4) Pressure gauge calibration data 30 5) Materials 31 d. Grout mix details including: 32 1) Proportions 33 2) Admixtures including: 34 a) Manufacturer's literature 35 b) Laboratory test data verifying the strength of the proposed grout mix 36 c) Proposed grout densities 37 d) Viscosity 38 e) Initial set time of grout 39 (1) Data for these requirements shall be derived from trial batches from 40 an approved testing laboratory. 41 e. Submit a minimum of 3 other similar projects where the proposed grout mix 42 design was used. 43 f. Submit calculations indicating anticipated volumes of grout to be pumped for 44 each application and reach grouted. 45 g. For pipe installations greater than 36-inches, without hold down jacks or a 46 restrained spacer, provide buoyant force calculations during grouting and 47 measures to prevent flotation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. 33 05 24 - 4 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 4 of 10 1 1) Calculations sealed by a licensed Engineer in the State of Texas. 2 h. Description of methods and devices to prevent buckling of carrier pipe during 3 grouting of annular space, if required 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE 7 A. Certifications 8 1. Casing isolator/spacer manufacturer shall be certified against the provisions of 9 ISO9001:2000. 10 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 11 1.11 FIELD [SITE] CONDITIONS [NOT USED] 12 1.12 WARRANTY [NOT USED] 13 PART 2 - PRODUCTS 14 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 15 2.2 MATERIALS 16 A. Manufacturers 17 1. Only the manufacturers as listed on the City's Standard Products List will be 18 considered as shown in Section 01 60 00. 19 a. The manufacturer must comply with this Specification and related Sections. 20 2. Any product that is not listed on the Standard Products List is considered a 21 substitution and shall be submitted in accordance with Section 01 25 00. 22 3. The Casing Spacers/Isolators shall be new and the product of a manufacturer 23 regularly engaged in the manufacturing of casing spacers/isolators. 24 B. Design Criteria and Materials 25 26 27 1. Carrier pipe shall be installed within the horizontal and vertical tolerances as indicated in PART 3 of this Specification, incorporating all support/insulator dimensions required. Diameter (inches) Water Line 6-12 Sanitary Sewer Line 16-20 24 and greater 8-16 18 and greater Material DIP (Restrained) DIP (Restrained) AWWA C303 (Restrained) DIP (Restrained) AWWA C303 (Restrained) AWWA C301 (Restrained) DIP (with Ceramic Epoxy) PVC C900 DR14 DIP (with Ceramic Epoxy) Fiberglass CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 Specification Reference 33 11 10 33 11 10 33 11 13 33 11 10 33 11 13 33 11 15 33 11 10 33 31 20 33 11 10 33 31 13 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. 330524-5 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 5 of 10 1 2. Grout of annular space 2 a. For gravity sewer carrier pipe installation: 3 1) Fill all voids between the carrier pipe and the casing or liner with grout. 4 2) All exterior carrier pipe surfaces and all interior casing or liner surfaces 5 shall be in contact with the grout. 6 b. For water line installation: 7 1) No annular space fill will be used. 8 3. Grout Mixes 9 a. Low Density Cellular Grout (LDCC) 10 1) Annular space (between sewer carrier pipe and casing/liner) grout shall be 11 LDCC. 12 2) The LDCC shall be portland cement based grout mix with the addition of a 13 foaming agent designed for this application. 14 3) Develop 1 or more grout mixes designed to completely fill the annular 15 space based on the following requirements: 16 a) Provide adequate retardation to completely fill the annular space in 1 17 monolithic pour. 18 b) Provide less than 1 percent shrinkage by volume. 19 c) Compressive Strength 20 (1) Minimum strength of 10 psi in 24 hours, 3410 150 psi in 28 days 21 d) Design grout mix with the proper density and use proper methods to 22 prevent flo-ating floatation or damage of the carrier pipe. 23 e) Proportion grout to flow and to completely fill all voids between the 24 carrier pipe and the casing or liner. 25 4. End Seals 26 a. Provide end seals at each end of the casing or liner to contain the grout backfill 27 or to close the casing/liner ends to prevent the inflow of water or soil. 28 1) For water piping less than 24-inch diameter, use hard rubber seals, Model 29 PL Link Seal as manufactured by the Thunderline Corporation or approved 30 equal. 31 2) For water piping 24-inch diameter and greater, use pull -on, 1/8 inch thick, 32 synthetic rubber end seals, Model C, as manufactured by Pipeline Seal and 33 Insulator, Inc. or approved equal. 34 3) For sewer piping, no end seals are required since the annular space between 35 the carrier pipe and the casing will be grouted. 36 b. Design end seals to withstand the anticipated soil or grouting pressure and be 37 watertight to prevent groundwater from entering the casing. 38 5. Casing Spacers/Insulators 39 a. Provide casing spacers/insulators to support the carrier pipe during installation 40 and grouting (where grout is used). 41 1) For concrete pressure pipe, mortar bands may be allowed in lieu of casing 42 spacers/isolators. 43 2) Mortar bands shall be in accordance with Section 33 11 13. 44 b. Casing Spacers/Isolators material and properties: 45 1) Shall be minimum 14 gage 46 2) For water pipe, utilize Stainless Steel. 47 3) For sewer pipe, utilize Coated Steel. 48 4) Suitable for supporting weight of carrier pipe without deformation or 49 collapse during installation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. 33 05 24 - 6 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 6 of 10 1 c. Provide restrained -style casing spacers to hold all pipes stable during grouting 2 operations and prevent floating or movement. 3 d. Provide dielectric strength sufficient to electrically isolate each component 4 from one another and from the casing. 5 e. Design risers for appropriate loads, and, as a minimum: 6 1) Provide 10 gage steel risers 7 a) Provide stainless steel bands and risers for water installations. 8 f. Band material and criteria 9 1) Provide polyvinyl chloride inner liner with: 10 a) Minimum thickness of 0.09 inches 11 b) Durometer "A" of 85-90 hardness 12 c) Minimum dielectric strength of 58,000 volts 13 g. Runner material and criteria 14 1) Provide pressure -molded glass reinforced polymer or UHMW with: 15 a) Minimum of 2 inches in width and a minimum of 11 inches in length. 16 2) Attach to the band or riser with 3/8 inch minimum welded steel or stainless 17 steel studs. 18 3) Runner studs and nuts shall be recessed well below the wearing surface of 19 the runner 20 a) Fill recess with a corrosion inhibiting filler. 21 h. Riser height 22 1) Provide sufficient height with attached runner allow a minimum clearance 23 of 2 inches between the outside of carrier pipe bells or couplings and the 24 inside of the casing liner surface. 25 2.3 ACCESSORIES [NOT USED] 26 2.4 SOURCE QUALITY CONTROL [NOT USED] 27 PART 3 - EXECUTION 28 3.1 INSTALLERS [NOT USED] 29 3.2 EXAMINATION [NOT USED] 30 3.3 PREPARATION [NOT USED] 31 3.4 INSTALLATION 32 A. General 33 1. Carrier pipe installation shall not begin until the following tasks have been 34 completed: 35 a. All required submittals have been provided, reviewed and accepted. 36 b. All casing/liner joints are watertight and no water is entering casing or liner 37 from any sources. 38 c. All contact grouting is complete. 39 d. Casing/liner alignment record drawings have been submitted and accepted by 40 City to document deviations due to casing/liner installation. 41 e. Site safety representative has prepared a code of safe practices and an 42 emergency plan in accordance with applicable requirements. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. 33 05 24 - 7 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 7 of 10 1 2. The carrier pipe shall be installed within the casings or liners between the limits 2 indicated on the Drawings, to the specified lines and grades and utilizing methods 3 which include due regard for safety of workers, adjacent structures and 4 improvements, utilities and the public. 5 B. Control of Line and Grade 6 1. Install Carrier pipe inside the steel casing within the following tolerances: 7 a. Horizontal 8 1) ± 2 inches from design line 9 b. Vertical 10 1) +1 inch from design grade 11 2. Check line and grade set up prior to beginning carrier pipe installation. 12 3. Perform survey checks of line -and -grade of carrier pipe during installation 13 operations. 14 4. The Contractor is fully responsible for the accuracy of the installation and the 15 correction of it, as required. 16 a. Where the carrier pipe installation does not satisfy the specified tolerances, 17 correct the installation, including if necessary, redesign of the pipe or structures 18 at no additional cost to City. 19 C. Installation of Carrier Pipe 20 1. Pipe Installation 21 a. Remove all loose soil from casing or liner. 22 b. Grind smooth all rough welds at casing joints. 23 2. Installation of Casing Spacers 24 a. Provide casing spacers, insulators or other approved devices to prevent 25 flotation, movement or damage to the pipe during installation and grout backfill 26 placement. 27 b. Assemble and securely fasten casing spacers to the pipeline to be installed in 28 casings or tunnels. 29 c. Correctly assemble, evenly tighten and prevent damage during tightening of the 30 insulators and pipe insertion. 31 d. Install spacers in accordance with manufacturer's recommendations. 32 e. Install carrier pipe so that there is no metallic contact between the carrier pipe 33 and the casing. 34 f. Carrier pipe shall be installed without sliding or dragging it on the ground or in 35 the casing/liner in a manner that could damage the pipe or coatings. 36 1) If guide rails are allowed, place cement mortar on both sides of the rails. 37 g. Coat the casing spacer runners with a non-corrosive/environmentally safe 38 lubricant to minimize friction when installing the carrier pipe. 39 h. The carrier pipe shall be electrically isolated from the carrier pipe and from the 40 casing. 41 i. Grade the bottom of the trench adjacent to each end of the casing to provide a 42 firm, uniform and continuous support for the pipe. If the trench requires some 43 backfill to establish the final trench bottom grade, place the backfill material in 44 6-inch lifts and compact each layer. 45 j. After the casing or tunnel liner has been placed, pump dry and maintain dry 46 until the casing spacers and end seals are installed. 47 3. Insulator Spacing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19,2013 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. 33 05 24 - 8 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 8 of 10 1 a. Maximum distance between spacers is to be 6 feet. 2 b. For 18 and 20 foot long joints, install a minimum of 4 spacers. 3 1) Insta11 2 spacers within 1 foot on each side of the bell or flange. 4 2) Remaining 2 spacers shall be spaced equally. 5 c. If the casing or pipe is angled or bent, reduce the spacing. 6 d. The end spacer must be within 6 inches of the end of the casing pipe, regardless 7 of size of casing and pipe or type of spacer used. 8 e. Install spacers on PVC pipe at the insertion line to prevent over -insertion of the 9 spigot into the bell. 10 4. After installation of the carrier pipe: 11 a. Mortar inside and outside of the joints, as applicable 12 b. Verify electrical discontinuity between the water carrier pipe and tunnel liner. 13 1) If continuity exists, remedy the short, by all means necessary including 14 removing and reinstalling the carrier pipe, prior to applying cellular grout. 15 c. If hold down jacks or casing spacers are used, seal or plug the ends of the 16 casing. 17 d. If steel pipe is used and not welded prior to installation in casing/liner, welding 18 of pipe will only be allowed after grouting of annular space is complete. 19 D. Installation of End Seals 20 1. For Water Pipes 21 a. Grout end of casing/liner a minimum of 6 inches and a maximum of 12 inches. 22 b. Place pull -on synthetic rubber end seals on the pipe and pull over the end of the 23 casing. Securely fasten with stainless steel bands. 24 2. For Sewer Pipes 25 a. Grout annular space between carrier pipe and casing as indicated in this 26 Specification. 27 E. Annular Space Grouting (For Sewer Only) 28 1. Prepare pipe as necessary to prevent the pipe from floating during grouting 29 operation as necessary. 30 2. Mixing of Grout 31 a. Mix material in equipment of sufficient size to provide the desired amount of 32 grout material for each stage in a single operation. 33 1) The equipment shall be capable of mixing the grout at the required densities 34 for the approved procedure and shall be capable of changing the densities 35 as required by field conditions. 36 3. Backfill Annular Space with Grout 37 a. Prior to filling of the annular space, test the carrier pipe in accordance with 38 Section 33 01 30. 39 b. Verify the maximum allowable pressure with the carrier pipe manufacturer and 40 do not exceed this pressure. 41 c. After the installation of the carrier pipe, the remaining space (all voids) between 42 the casing/liner and the carrier shall be filled with LDCC grout. 43 1) All surfaces of the exterior carrier pipe wall and casing/liner interior shall 44 be in contact with the grout. 45 2) Grout shall be pumped through a pipe or hose. 46 3) Use grout pipes, or other appropriate materials, to avoid damage to carrier 47 pipe during grouting. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. 33 05 24 - 9 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 9 of 10 1 4. Injection of LDCC Grout 2 a. Grout injection pressure shall not exceed the carrier pipe manufacturer's 3 approved recommendations or 5 psi (whichever is lower). 4 b. Pumping equipment shall be of a size sufficient to inject grout at a volume, 5 velocity and pressure compatible with the size/volume of the annular space. 6 c. Once grouting operations begin, grouting shall proceed uninterrupted, unless 7 grouting procedures require multiple stages. 8 d. Grout placements shall not be terminated until the estimated annular volume of 9 grout has been injected. 10 5. Block the carrier pipe during grouting to prevent flotation during grout installation. 11 6. Protect and preserve the interior surfaces of the casing from damage. 12 3.5 REPAIR / RESTORATION [NOT USED] 13 3.6 RE -INSTALLATION [NOT USED] 14 3.7 FIELD [oR] SITE QUALITY CONTROL 15 A. Reports and Records required for pipe installations greater than 48-inches and longer 16 than 350 feet 17 1. Maintain and submit daily logs of grouting operations. 18 a. Include: 19 1) Grouting locations 20 2) Pressures 21 3) Volumes 22 4) Grout mix pumped 23 5) Time of pumping 24 2. Note any problems or unusual observations on logs. 25 B. Grout Strength Tests 26 1. City will perform testing for 24-hour and 28-day compressive strength tests for the 27 cylinder molds or grout cubes obtained during grouting operations. 28 2. City will perform field sampling during annular space grouting. 29 a. City will collect at least 1 set of 4 cylinder molds or grout cubes for each 100 30 cubic yards of grout injected but not less than 1 set for each grouting shift. 31 b. City will perform 24-hour and 28-day compressive strength tests per ASTM 32 C39 (cylindrical specimens) or ASTM C109 (cube specimens). 33 c. Remaining samples shall be tested as directed by City. 34 C. Safety 35 1. The Contractor is responsible for safety on the job site. 36 a. Perform all Work in accordance with the current applicable regulations of the 37 Federal, State and local agencies. 38 b. In the event of conflict, comply with the more restrictive applicable 39 requirement. 40 2. No gasoline powered equipment shall be permitted in jacking shafts and receiving 41 shafts/pits. 42 a. Diesel, electrical, hydraulic and air powered equipment is acceptable, subject to 43 applicable local, State and Federal regulations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. 330524-10 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 10 of 10 1 3. Methods of construction shall be such as to ensure the safety of the Work, 2 Contractor's and other employees on site and the public. 3 4. Furnish and operate a temporary ventilation system in accordance with applicable 4 safety requirements when personnel are underground. 5 a. Perform all required air and gas monitoring. 6 b. Ventilation system shall provide a sufficient supply of fresh air and maintain an 7 atmosphere free of toxic or flammable gasses in all underground work areas. 8 5. Perform all Work in accordance with all current applicable regulations and safety 9 requirements of the federal, state and local agencies. 10 a. Comply with all applicable provisions of OSHA 29 CFR Part 1926, Subpart S, 11 Underground Construction and Subpart P, Excavations. 12 b. In the event of conflict, comply with the more stringent requirements. 13 6. If personnel will enter the pipe during construction, the Contractor shall develop an 14 emergency response plan for rescuing personnel trapped underground in a shaft 15 excavation or pipe. 16 a. Keep on -site all equipment required for emergency response in accordance with 17 the agency having jurisdiction 18 3.8 SYSTEM STARTUP [NOT USED] 19 3.9 ADJUSTING [NOT USED] 20 3.10 CLEANING [NOT USED] 21 3.11 CLOSEOUT ACTIVITIES [NOT USED] 22 3.12 PROTECTION [NOT USED] 23 3.13 MAINTENANCE [NOT USED] 24 3.14 ATTACHMENTS [NOT USED] 25 END OF SECTION 26 27 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 1.1.C—Added Concrete Pressure Pipe Specification reference. 6/19/2013 D. Johnson 2.2.B.5 — Added provisions for mortar bands on concrete pressure pipe. 3.4.C.3 — Revised language related to spacing of casing spacers to correspond to the City's Standard Detail. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 CULTURAL DISTRICT/ WILL ROGERS, PART 4 - MONTGOMERY ST. 330530-1 LOCATION OF EXISTING UTILITIES Page 1 of 7 1 2 SECTION 33 05 30 LOCATION OF EXISTING UTILITIES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Locating and verifying the location and elevation of the existing underground 7 utilities that may conflict with a facility proposed for construction by use of: 8 a. Exploratory Excavation 9 b. Vacuum Excavation 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. Attached Exhibit A 12 2. Modified 1.3.A 13 3. Modified 1.3.B 14 4. Modified 1.4.A.1-3 15 5. Modified 1.4.B.1 16 6. Modified 1.4.C.2 17 7. Added 3.2.B 18 C. Related Specification Sections include, but are not necessarily limited to: 19 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 20 Contract 21 2. Division 1 — General Requirements 22 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Exploratory Excavation of Existing Utilities 26 a. Measurement 27 1) Measurement for this Item shall be per each excavation performed as 28 identified in the Drawings, or as directed. 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 each "Exploratory Excavation for Existing Utilities" specified. 33 c. The price bid shall include: 34 1) Grade survey 35 2) Pavement removal 36 3) Excavation 37 4) Utility Location 38 5) Hauling 39 6) Disposal of excess material 40 7) Furnishing, placing and compaction of embedment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 30 - 2 LOCATION OF EXISTING UTILITIES Page 2 of 7 1 8) Furnishing, placing and compaction of backfill 2 9) Clean-up 3 10) Surface restoration 4 2. Vacuum Excavation of Existing Utilities 5 a. Measurement 6 1) Measurement for this Item shall be per each excavation performed as 7 identified in the Drawings, or as directed. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 and measured as provided under "Measurement" will be paid for at the unit 11 price bid per each "Vacuum Excavation" specified. 12 c. The price bid shall include: 13 1) Grade survey 14 2) Pavement removal 15 3) Vacuum Excavation 16 4) Utility Location 17 5) Hauling 18 6) Disposal of excess material 19 7) Furnishing, placing and compaction of embedment 20 8) Furnishing, placing and compaction of backfill 21 9) Clean-up 22 10) Surface restoration 23 1.3 REFERENCES 24 A. Definitions 25 1. Exploratory Excavation: Previously called "D-Hole" within the City, a method 26 used to locate existing underground utility as shown on the plans through the use of 27 standard excavation equipment (See Exhibit A Attachedl. 28 2. Vacuum Excavation: Method used to locate existing underground utility as shown 29 on the plans through the use of geophysical prospecting equipment such as vacuum 30 excavation (See Exhibit A Attached), 31 B. Reference Standards 32 1. Reference standards cited in this Specification refer to the current reference 33 standard published at the time of the latest revision date logged at the end of this 34 Specification, unless a date is specifically cited. 35 2. American Society of Civil Engineers (ASCE) 36 a. ASCE Publication Cl/ASCE 38 (Standard Guideline for the Collection and 37 Depiction of Existing Subsurface Utility Data) 38 1.4 ADMINISTRATIVE REQUIREMENTS 39 A. Coordination 40 1. Coordinate with City Inspector at least 48 hours prior to commencing on site for 41 Exploratory Excavation or Vacuum Excavation of Existing Utilities. 42 2. Coordinate location of all other existing utilities within vicinity of excavation prior 43 to commencing Exploratory Excavation or Vacuum Excavation, 44 3. Coordinate staking of Exploratory or Vacuum Excavations with City at least 1 45 week prior to commencement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 30 - 3 LOCATION OF EXISTING UTILITIES Page 3 of 7 1 B. Sequencing 2 1. Exploratory and Vacuum Excavations shall be conducted prior to the construction 3 of the entire project. 4 C. Scheduling 5 1. For critical utility locations, the City may choose to be present during excavation. 6 2. Alter schedule for Exploratory and Vacuum Excavation of Existing Utilities to 7 accommodate City personnel. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS 11 A. Report of Utility Location 12 1. Horizontal location of utility as surveyed 13 2. Vertical elevation of utility as surveyed 14 a. Top of utility 15 b. Spring line of utility 16 c. Existing ground 17 3. Material type, diameter and description of the condition of existing utility 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUALITY ASSURANCE [NOT USED] 20 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 21 1.11 FIELD [SITE] CONDITIONS [NOT USED] 22 1.12 WARRANTY [NOT USED] 23 PART 2 - PRODUCTS [NOT USED] 24 PART 3 - EXECUTION 25 3.1 INSTALLERS [NOT USED] 26 3.2 EXAMINATION 27 A. Verification of Conditions 28 1. Verify location of existing utilities in accordance with the General Requirements, 29 the General Notes and the Drawings. 30 3.3 PREPARATION 31 A. Coordinate with City Survey, if applicable. 32 B. Coordinate with City Water Department and meet requirements set forth in Exhibit A. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 30 - 4 LOCATION OF EXISTING UTILITIES Page 4 of 7 1 3.4 INSTALLATION 2 A. Exploratory Excavation 3 1. Verify location of existing utility at location denoted on the Drawings, or as 4 directed by the City. 5 a. Expose utility to spring line, as necessary. 6 b. Excavate and Backfill Trench for the Exploratory Excavation in accordance 7 with Section 33 05 10. 8 B. Vacuum Excavation 9 1. Verify location of existing utility at location denoted on the Drawings, or as 10 directed by the City. 11 2. Designate the horizontal position of the existing underground utilities that are to be 12 located using geophysical prospecting equipment. 13 a. Acquire record documentation from and coordinate with utility companies, as 14 necessary to locate utility. 15 3. Perform excavation in general accordance with the recommended practices and 16 procedures described in ASCE Publication Cl/ASCE 38. 17 C. Upon completion of the utility locating, submit a report of the findings. 18 D. If location of utility is in conflict with the Drawings, notify the City Project Manager 19 for appropriate design modifications. 20 E. Place embedment and backfill in accordance with Section 33 05 10. 21 F. Once necessary data is obtained, immediately restore surface to existing conditions to: 22 1. Obtain a safe and proper driving surface, if applicable 23 2. Ensure the safety of the general public 24 3. The satisfaction of the City 25 3.5 REPAIR / RESTORATION [NOT USED] 26 3.6 RE -INSTALLATION [NOT USED] 27 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 28 3.8 SYSTEM STARTUP [NOT USED] 29 3.9 ADJUSTING [NOT USED] 30 3.10 CLEANING [NOT USED] 31 3.11 CLOSEOUT ACTIVITIES [NOT USED] 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE [NOT USED] 34 3.14 ATTACHMENTS [NOT USED] 35 END OF SECTION 36 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 30 - 5 LOCATION OF EXISTING UTILITIES Page 5 of 7 12/20/2012 D. Johnson Revision Log DATE NAME SUMMARY OF CHANGE Title- Exploratory Excavation of Utilities changed to Location of Existing Utilities 1.2 — Added Measurement of Payment for Vacuum Excavation 1.3 — Added Definitions 3.4 — Added requirements for Vacuum Excavation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 2 3 4 5 330530-6 LOCATION OF EXISTING UTILITIES Page 6 of 7 EXHIBIT A IMPORTANT INFORMATION REGARDING CONTRACTOR LOCATION OF EXISTING UTILITIES, 6 7 Before crossing or encroaching unon anv FWWD line, field verification 8 must be done 9 10 DEFINITIONS: 11 Vacuum Excavation: Previously called "pothole or potholing" within the City; a method used to locate 12 existing underground utility as shown on the plans through the use of geophysical prospecting equipment. 13 such as Vacuum excavation is the preferred means of Field Verification. All existing wastewater or water 14 lines that are to be crossed or run parallel within fifteen feet of centerline of proposed line shall be 15 exposed via this method prior to construction or boring activities. 16 Exploratory Excavation: Previously called "D-Hole or de -holing" within the City; a method used to 17 locate existing underground utility as shown on the plans through the use of standard excavation 18 equipment. Lines exposed via this method are considered as a last resort depending on depth and age 19 of pipe. Also a representative from the Water Department should be present while Excavation for is 20 being performed. 21 22 METHODS: 23 Vacuum Excavation 24 • Verify location of existing utility at location denoted or as directed by the City. 25 • Notify of exposed utility line and provide City with access to the exposed line for mapping 26 purposes. 27 • Designate the horizontal position of the existing underground utilities as required on the profile 28 sheet(s) of the construction plans and specify that are "to be located using geophysical 29 prospecting equipment." 30 • Acquire record documentation from and coordinate with utility companies, as necessary to locate 31 utility. Perform excavation in general accordance with the recommended practices and procedures 32 described in ASCE Publication CUASCE 38. 33 34 Exploratory Excavation 35 • Verify location of existing utility at location denoted on the Drawings, or as directed by the City. 36 • Expose utility to spring line, as necessary. 37 • Excavate and Backfill Trench for the Exploratory Excavation in accordance City of Fort Worth 38 Standard Practices. 39 • Notify of exposed utility line and provide the City with access to the exposed line for mapping 40 purposes. 41 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 30 - 7 LOCATION OF EXISTING UTILITIES Page 7 of 7 1 If location of utility is in conflict with the Drawings, notify the City for in order for the appropriate 2 design modifications to be made on the plan(s). 3 Place embedment and backfill as specified by and in accordance with City of Fort Worth Standard 4 Practices 5 6 Once necessary data is obtained, immediately restore surface to existing conditions to: 7 Obtain a safe and proper driving surface, if applicable 8 Ensure the safety of the general public and to the satisfaction of the City of Fort Worth 9 10 Contact information: for FWWD Utility Locate Office - 11 Leo Montemayor, Supervisor — Office - Cell— 817-944-3314 12 Mike Cook, Engineering Tech II — Office - Cell — 817-584-1939 13 14 THESE REQUIREMENTS ARE REFERENCED IN THE CITY OF FORT WORTH STANDARDS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 41-1 SHAFT EXCAVATION AND SUPPORT Page 1 of 20 2 3 PART 1- GENERAL SECTION 33 05 41 SHAFT EXCAVATION AND SUPPORT 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 construction. 8 2. Depending on crossing location, acceptable shaft types may include: slide rail 9 systems, soldier piles and lagging, auger -drilled shafts, secant pile shafts, liner 10 plate, or other contractor proposed construction methods for jacking/receiving 11 shafts subject to review and written approval by the City. Sloped open 12 excavations, speed shores, and trench boxes shall not be allowed at any shaft 13 location. 14 B. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 16 Contract 17 2. Division 1— General Requirements 18 3. 33 05 10 — Utility Trench Excavation, Embedment, and Baclll 19 4. 33 05 20 — Auger Boring 20 5. 33 05 22 — Steel Casing Pipe 21 6. 33 05 23 — Hand Tunneling 22 7. 33 05 42 — Water Control for Shaft and Tunnel Construction 23 8. 33 05 43 — Portal Stabilization 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment: 26 1. Shaft excavation and support for trenchless utility crossings. 27 a. Measurement: 28 29 30 1) This Item is considered subsidiary to Steel Casing Pipe or Tunnel Liner Plate installation. b. Payment: 31 1) The work performed and materials furnished in accordance with this 32 item are considered subsidiary to the unit price bid per unit linear 33 foot of By Other than Open Cut Installation of Steel Casing Pipe or 34 Tunnel Liner Plate to be completed in place and no other 35 compensation will be allowed. 36 c. The price bid shall include: CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 41-2 SHAFT EXCAVATION AND SUPPORT 1 2 3 4 5 6 7 8 9 10 Page 2 of 20 1) Site Grading 2) Temporary access road construction 3) Safety fencing and signage 4) Construction staging areas 5) Design and construction of shaft excavations and excavation support systems 6) Material disposal 7) Ground improvement 8) Protection, support and/or relocation of existing utilities 9) Control and disposal of groundwater 11 10) Surface water, and construction water 12 11) Tunnel portal stabilization 13 12) Removal, backfilling, and abandoning of shafts 14 13) Site restoration 15 1.3 REF'LRENCES 16 A. Definitions: 17 1. Auger -Drilled Shaft: An excavation support system composed of a steel 18 casing (usually a segmental corrugated metal pipe [CMP]) grouted in place 19 inside an auger -drilled excavation. A large diameter drill rig is used to 20 excavate a hole slightly larger than the required inner diameter of the shaft. 21 During drilling, the excavation is kept full of drilling fluid (usually polymer- 22 based) with high gel strength, high density, and high viscosity to prevent 23 caving, sloughing, or collapse of the excavation. When the drilling is 24 complete, the prefabricated casing of the required diameter is lowered into the 25 fluid -filled excavation. A concrete seal, of sufficient thickness to resist 26 buoyant forces on the dewatered shaft and to prevent groundwater inflows, is 27 then placed at the bottom of the shaft by tremie. Grout is then placed by 28 tremie between the outside wall of the casing and the excavation wall. When 29 the concrete and grout have cured, the drilling fluid can be pumped out of the 30 shaft. A properly constructed auger -drilled shaft will provide a practically 31 watertight shoring system. 32 2. Backfill Grouting/Primary Grouting: The injection of a fluid, rapid -setting, 33 grout in shafts to fill the void behind liner plates or other shoring elements. 34 3. Contact Grouting/Secondary Grouting: The injection of fluid, non -shrink, 35 rapid -setting grout into any remaining voids between the backfill grout and 36 the primary support or excavated surface. 37 4. Liner Plate Shaft: A shaft formed by sequential excavation and erection of 38 support rings consisting of segmental steel liner plates. All voids between the 39 excavation and the liner plates are filled with grout to ensure complete contact 40 with the ground. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 41- 3 SHAFT EXCAVATION AND SUPPORT Page 3 of20 1 5. Secant Pile Shaft: A shaft that is formed by overlapping concrete piles. The 2 concrete is placed using the tremie method, in bored holes that are stabilized 3 with drilling fluid and/or temporary casing. Secant pile shafts may be round 4 or rectangular, using integral steel reinforcement or wales as necessary to 5 support the piles. Secant pile shafts can be constructed to provide a watertight 6 shoring system. 7 6. Tunnel Portal Stabilization: Where the new tunneled pipelines enter or exit a 8 shaft excavation, the Contractor shall stabilize the portal to prevent soil or 9 groundwater inflows into the shaft that may lead to settlement around the 10 shaft or flooding of the excavation. Portal stabilization is required at all shafts 11 and is subject to the requirements of 33 05 43 — Portal Stabilization. 12 B. Reference Standards: 13 1. Reference standards cited in this Specification refer to the current reference 14 standard published at the time of the latest revision date logged at the end of 15 this Specification, unless a date is specifically cited. 16 2. ACI 17 a. 318 Building Code Requirements for Reinforced Concrete 18 3. AISC 19 a. Manual of Steel Construction 20 4. ANSI/AWS 21 a. D 1.1 Structural Welding Code 22 5. AREMA 23 a. "Manual for Railway Engineering" 2005 Edition. 24 6. ASTM A 25 a. 36 Specification for Structural Steel 26 7. American Association of State Highway and Transportation Officials 27 (AASHTO): 28 a. HB-17, Standard Specifications for Highway Bridges. 29 8. Occupational Safety and Health Administration (OSHA) 30 a. Regulations and Standards for Underground Construction, 29 CFR Part 31 1926, Subpart S, Underground Construction, and Subpart P, Excavations 32 C. Reference Documents: 33 1. Appendix GC-4.02: Subsurface and Physical Conditions 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. All work by the Contractor shall be done in the presence of the City unless the City 36 grants prior written approval to perform such work in City's absence. 37 CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 41- 4 SHAFT EXCAVATION AND SUPPORT Page 4 of20 1 1.5 SUBMITTALS 2 A. Submittals shall be made in accordance with Section 01 33 00 — Submittals. 3 B. All submittals shall be approved by the Engineer or the City prior to delivery. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 5 A. Qualifications: 6 1. Submit the name and qualifications of person(s) responsible for each 7 excavation support system design. 8 2. Submit the qualifications of shaft subcontractor for each shaft type to be 9 constructed. Submit information confirming that each subcontractor meets 10 the requirements listed in Paragraph 1.9 A 2. 11 3. Provide project name, date, owner's contact information, details of shaft 12 geometry and construction, and soil and groundwater conditions. 13 B. Shop Drawings: 14 1. Schedule and sequence of shaft construction including major milestones such 15 as: installation of shoring, water control, excavation, installation of 16 wales/struts, installation of tremie seal/groundwater control, installation of 17 working slab, dewatering of shaft interior. 18 2. Scaled drawings (plan and section views with dimensions and sizes) showing: 19 a. The proposed shaft elements and shoring system to be used at each 20 crossing location 21 b. Adjacent and nearby existing structures and utilities 22 c. Details of trenchless pipe penetrations 23 d. Details of pipe penetrations for connection to open cut sections of the 24 pipeline 25 e. Staging areas for all shaft construction operations. 26 3. Design Calculations: submit all calculations in a legible, comprehensible 27 format, the calculations shall be performed by or under the direct supervision 28 of a Civil Engineer registered in the State of Texas, who shall stamp and sign 29 the design calculations. 30 a. Provide design calculations for the shoring and bracing indicating it can 31 withstand: all earth and groundwater pressures, equipment and applicable 32 traffic and construction loads, other surcharge loads in accordance with 33 the site conditions, the information listed in the Geotechnical 34 Engineering Report, and any other requirements described in these 35 Drawings and Specifications. 36 b. For shafts subject to groundwater loading, provide design calculations 37 indicating the structural design of the tremie seal and working slab and 38 uplift resistance of the shaft. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 41- 5 SHAFT EXCAVATION AND SUPPORT Page 5 of 20 1 1) Confirm that tremie seal and working slab weight, structural 2 connection to shaft walls, and any frictional resistance assumed 3 along sidewalls of the shaft are adequate to resist uplift and that 4 assumptions are reasonable and appropriate. 5 2) Show that a minimum factor of safety against uplift failure of 1.1 is 6 achieved under the most extreme loading conditions. 7 4. Methods and details of excavation, containment, hauling, and disposal of the 8 excavated materials, all spoils, and other materials used in shaft construction. 9 5. Written documentation signed by the disposal site owner or manager 10 indicating that the site will accept the muck and that the site is in compliance 11 with all applicable local, State, and Federal regulations. 12 6. Describe procedures for excavation of the spoils from the shaft interior. 13 a. Describe the procedures for excavation of material below the reach of 14 conventional hydraulic excavators or for hard/very dense soils and rock. 15 b. For shafts that extend below groundwater, describe procedures for 16 groundwater control during excavation (groundwater cutoff, grouting, 17 etc.) or procedures for "in -the -wet" excavation and shaft bottom seals. 18 7. Describe procedures for dewatering the shaft interior after excavation is 19 complete (for "in -the -wet" construction), and for control of groundwater 20 inflows after excavation has been completed, method of maintaining bottom 21 stability, and protection of subgrade. 22 8. Concrete mix information and placement procedures for the tremie seal, 23 working slab and/or any annular grout. Describe procedure for installing 24 concrete tremie slab and working slab to the required thickness and at the 25 correct elevation. 26 9. Details for protecting/relocating existing utilities and structures within zone of 27 influence. 28 10. Details of procedures for preloading bracing members. 29 11. Procedures for checking and maintaining plumbness of the shaft and ensuring 30 proper elevation is reached. 31 12. Additional submittals for Specific Shaft Types: 32 a. Auger -Drilled Shafts: 33 1) Description of equipment and procedures to be used to construct the 34 auger -drilled shafts, to execute the associated tremie seal installation, 35 grouting, and dewatering. 36 a). Describe procedure for drilling and reaming shaft excavation, 37 including diameter and depth of initial pilot hole, outer reamed 38 starter hole and liner, and final reamed hole and liner. 39 b). Describe procedure for installing and grouting all liners, 40 including sequence of operations and grout mixture. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 41-6 SHAFT EXCAVATION AND SUPPORT Page 6 of 20 1 c). Describe the drilling fluid, indicating properties and confirm 2 adequacy to resist groundwater and earth pressures acting on 3 bore walls. Provide MSDS and supplier cut sheets. Show 4 volume calculations to ensure adequate volume of drilling fluid 5 will be available to keep bore filled. 6 b. Secant Pile Shafts: 7 1) Description of the equipment, procedures, and sequence to be used to 8 construct the secant pile shafts. 9 a). Details for drilling template to ensure that secant piles are drilled 10 contiguously, without gaps. 11 b). Background on the drilling equipment and procedures and its 12 successful use on other projects with similar soil conditions 13 c). Methods for providing continuous support of the bore holes 14 during drilling, including design of the drilling fluid if it is to be 15 used. 16 d). Method of monitoring deviation from vertical of pile holes 17 during excavation, and details of proposed corrective measures 18 to be implemented if necessary. 19 e). Methods for placing tremie concrete and handling displaced 20 drilling fluid, if applicable. 21 f). Methods for installing reinforcing or wales. 22 c. Liner Plate Shafts: 23 1) Description of the equipment, procedures, and sequence to be used to 24 construct the liner plate shafts, to execute the associated grouting and 25 tremie seal installation. 26 a). Manufacturer's literature and design calculations for the liner 27 plate, based on anticipated loading conditions. 28 b). Details of plates including grout holes, boltholes, bolt sizes, 29 sealants, gaskets, and grommets where used. 30 c). Material specifications for mechanical connectors, grout plugs, 31 and grout sleeves 32 d). Excavation dimensions for each proposed shaft section. 33 e). Typical liner plate rings, geometry. 34 f). Details of assembly, backfilling, and grouting. Show installation 35 details including: 36 (1). Requirements for staggering of adjacent rings 37 (2). Use of tie rods (hog rods) if necessary during grouting 38 operations 39 (3). Grout seals required to maintain backfill grout in place and 40 to prevent flow back into shafts. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 41- 7 SHAFT EXCAVATION AND SUPPORT Page 7 of20 1 g). A description for backfill/primary grouting operations that 2 includes sketches as appropriate, indicating type and location of 3 mixing equipment, pumps, injection points, venting method, 4 direction of flow, pressure measurement and maximum 5 allowable pressure, blocking or otherwise securing liner to avoid 6 floating or excessive displacement, volume measurement, 7 grouting sequence, schedule, and stage volumes. 8 h). A grout mix design report including: grout type and designation; 9 grout mix constituents and proportions, including materials by 10 weight and volume; grout densities and viscosities, including wet 11 density at point of placement; initial set time of grout; bleeding/ 12 shrinkage/expansion; and compressive strength. 13 i). Certificates: Submit manufacturer's written certification that steel 14 liner plates, bolts, washers, grommets and gaskets, meet or 15 exceed specified requirements. 16 1.7 CLOSEOUT SUBMITTALS [NOT USED] 17 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18 1.9 QUALITY ASSURANCE 19 A. Qualifications: 20 1. Failure to meet the qualification requirements is failure to fulfill the Contract 21 and the Contractor will be required to obtain a subcontractor that meets the 22 qualification requirements. 23 2. The Contractor who shall perform the Work specified herein shall have 24 successfully completed at least five (5) shafts utilizing each of the proposed 25 shaft construction methods of similar size, depth, and complexity, and in 26 similar ground conditions, within the past five (5) years. In addition, the 27 Superintendent(s) for the construction work shall have demonstrated 28 successful experience with the proposed shaft construction method(s). 29 3. Quality control, testing, and inspection shall be provided as required by the 30 Contractor's design engineer and in accordance with approved submittals. 31 The Contractor's design engineer shall visit the site to observe the Work in 32 progress on at least a weekly basis or more frequently if required by the City. 33 4. The Contractor shall immediately notify the City, in writing, when any 34 problems are encountered with equipment or materials, or if the Contractor 35 believes the conditions encountered are materially and significantly different 36 from those represented within the Contract Documents. 37 5. The Contractor shall allow access to the City and shall furnish necessary 38 assistance and cooperation to aid the City in observations and data and sample 39 collection. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 41- 8 SHAFT EXCAVATION AND SUPPORT Page 8 of 20 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART2- PRODUCTS 5 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 6 7 2.2 MATERIALS 8 A. All timber and structural steel used for the supporting systems, whether new or used, 9 shall be sound and free from defects which may impair strength. 10 B. Structural Steel: ASTM A 36 or better, unless approved otherwise. 11 C. Liner Plate: ASTM A569 and section 15 of AASHTO "Standard Specifications for 12 Highway Bridges" for tunnels beneath roads or Chapter 1, Section 4.15.5, Table 1-4- 13 38 of AREMA "Manual for Railway Engineering" 2005 Edition for tunnels beneath 14 railroads. 15 a. Every other plate radially of every second ring vertically shall be fitted 16 with a minimum 1-1/2 inch diameter grout hole. 17 b. Where shown on the Drawings, liner plate flanges shall be provided with 18 factory -installed gaskets. 19 D. Design Criteria: 20 1. The Contractor shall have sole responsibility for selection of shaft types, 21 construction methods, and shaft excavation sizes to complete the work, 22 meeting the requirements of these Specifications. The size of the shafts shall 23 be adequate to complete all trenchless construction and to construct all 24 structures indicated on the Drawings. 25 2. Depending on crossing location, acceptable shaft types may include: slide rail 26 systems, soldier piles and lagging, auger -drilled shafts, secant pile shafts, liner 27 plate, or other Contractor proposed construction methods for 28 jacking/receiving shafts subject to review and written approval by the City. 29 See the Drawings for allowable shaft types for each crossing. Sloped open 30 excavations, speed shores, and trench boxes shall not be allowed at any 31 crossing. 32 3. The use of blasting is prohibited. 33 4. Excavation support systems shall be designed by or under the direct 34 supervision of a Civil or Structural Engineer registered in the State of Texas 35 who has a minimum of five (5) years experience in the design of soil retaining 36 structures, and who shall stamp and sign the submittals and shop drawings 37 5. The Contractor's licensed engineer shall design all shafts to provide a 38 continuous, dry, excavation support system. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 41-9 SHAFT EXCAVATION AND SUPPORT Page 9 of 20 1 6. Shafts shall be designed to support earth and groundwater pressures, 2 equipment, applicable traffic, and construction loads and pressures (i.e. 3 annulus grouting pressures), and other surcharge loads in accordance with the 4 site conditions, the Geotechnical Engineering Report, and any other 5 requirements described in these Drawings and Specifications. 6 7. Shafts shall be designed to withstand the full hydrostatic head of groundwater 7 or shall include provisions for dewatering to completely remove groundwater 8 loading. 9 8. Design excavation support systems in accordance with AISC and ACI code 10 provisions, as applicable. 11 9. The shaft design shall allow the safe and expeditious construction of the 12 permanent facilities without excessive movement or settlement of the ground 13 and in a manner that will prevent damage to, or movement of, any adjacent 14 structures, utilities, or other facilities. 15 10. The shafts shall be of a size large enough to facilitate all necessary 16 groundwater control, construction operations including the trenchless pipe 17 installation, construction of any structures shown on the Drawings, and 18 pipeline connections to open -cut reaches of the work. 19 11. The Contractor shall ensure that the depth of the shaft excavations allows 20 sufficient vertical clearance for placement of the working slab and jacking 21 frame at the required elevations and angles to install the pipeline, as shown on 22 the Drawings. Survey of final shaft bottom elevations shall be recorded and 23 submitted. 24 12. The shaft floors shall be designed with a sump to remove any groundwater, 25 rainwater, runoff, or construction water that enters the shaft. 26 a. The Contractor shall not discharge groundwater inflows into storm 27 sewers, sanitary sewers, water bodies, or streets without obtaining and 28 submitting copies of the required permissions and/or permits. 29 b. Contractor shall properly dispose of groundwater in accordance with 30 permit requirements and the requirements of 33 05 42 — Water Control 31 for Shaft and Tunnel Construction, and other applicable Sections. 32 13. All shafts shall be designed with a concrete working slab to provide a stable 33 platform to complete the Work. The working slab at each excavation where 34 groundwater is above the invert of the shaft shall be designed to protect the 35 excavation invert in accordance with these minimum design criteria: 36 a. All shafts shall have a finished concrete tremie seal and/or working slab 37 and adequate sump pumping system to control groundwater inflows 38 through the bottom of the shaft and to resist uplift of the completed shaft. 39 b. The tremie seal and working slab reinforcing may be designed to 40 structurally tie the slab to the shaft walls to take advantage of the shaft 41 dead weight and sidewall friction in resisting uplift due to buoyancy, if 42 necessary. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 330541-10 SHAFT EXCAVATION AND SUPPORT Page 10 of 20 1 c. Shafts shall be capable of resisting expected hydrostatic uplift with a 2 minimum safety factor of at least 1.1. 3 d. Be capable of supporting such combined dead and live loads as are 4 required by the Contractor's means and methods. 5 14. Grout: 6 a. The strength of any grout mixture used to fill the annulus between the 7 internal shoring or other supports and the excavation, if used, shall be 8 selected to allow the tunneling equipment to efficiently excavate or 9 advance through the grouted annulus during both launch and retrieval. 10 b. The tunneling subcontractor shall be consulted to ensure compatibility 11 between the grout strength and tunneling equipment. 12 c. The minimum strength of the grout mixture shall equal or exceed the 13 strength of the soils outside the excavation. 14 15. The support systems shall be designed to protect adjacent utilities from 15 damage and to minimize horizontal and vertical movements to below the 16 maximum allowable values for deformation which are specified in 33 05 44 — 17 Settlement Monitoring. 18 16. The shafts shall be designed for staged installation and removal of all portions 19 of the upper 10 feet and to accommodate construction of connections and 20 backfill sequences, unless otherwise noted on the Drawings. 21 17. The Contractor is responsible for providing all necessary Portal Stabilization 22 measures to prevent the inflow of soil or rock and control the inflow of 23 groundwater through the tunnel portals at all shafts as specified in 33 05 43 — 24 Portal Stabilization. 25 18. Shafts in active use shall be surrounded by safety fencing, consisting of six- 26 foot high chain link fence, installed completely around the shaft perimeter and 27 shall have a lockable entry gate to prevent unauthorized access. Shafts not in 28 active use for more than 72 hours shall be covered with traffic plates or 29 surrounded with a 6-foot high chain link fence and safety cage or netting to 30 prevent unauthorized entry or access. 31 19. The Contractor is allowed to install and operate Contractor -designed 32 groundwater pumping systems outside of shafts, provided that the Contractor 33 obtains necessary permits for handling, treatment, and disposal of 34 groundwater and complies with permit requirements and local, State, and 35 Federal regulations and statutes. Perform all dewatering work in accordance 36 with 33 05 42 — Water Control for Shaft and Tunnel Construction. 37 20. Auger -Drilled Shafts: 38 a. The steel liner shall be designed to resist lateral earth pressures and 39 groundwater pressures based on the information in the Geotechnical 40 Engineering Report. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 330541-11 SHAFT EXCAVATION AND SUPPORT Page 11 of 20 1 b. The drilling fluid used to support the excavation shall have adequate 2 viscosity, gel strength, density, and other required properties to safely 3 support earth and groundwater loads determined based on the 4 Geotechnical Engineering Report. 5 21. Secant Pile Shafts: 6 a. Secant pile shaft designs, installation equipment, and methods shall be 7 compatible with the conditions described in the Geotechnical 8 Engineering Report. 9 b. Individual bore holes shall be completely supported with stabilizing 10 drilling fluid or temporary casing at all times during drilling. 11 c. Individual secant piles shall be installed within a tolerance of 0.5% of 12 true vertical. 13 d. The following will be considered defects/defective piles requiring 14 satisfactory repair or replacement 15 1) Exceeds specified vertical tolerances. 16 2) Less than the minimum wall thickness/interlock between piles shown 17 on the Contractor's approved shop drawings. 18 3) Less than minimum concrete strength required by Contractor's 19 design and submittals. 20 4) Voids/cavities/honeycombing 21 22. Liner Plate Shafts: 22 a. Initial ground support requires the use of steel liner plate and steel 23 support rings. 24 b. The Contractor shall prepare the shaft design based on excavation by 25 trackhoe, hoe -ram, and/or mini-excavator/loader in conjunction with 26 liner plate support. 27 c. Liner Plates 28 1) Liner plates shall be designed so that erection and assembly can be 29 accomplished entirely from inside the shaft. 30 2) Liner plates shall be capable of withstanding the ring thrust load and 31 transmitting this load from plate to plate. 32 3) The minimum thickness of liner plates shall be determined by the 33 Contractor's shaft design engineer. 34 d. Grouting 35 1) All voids behind liner plates shall be fully grouted. 36 2) Grouting shall be performed in a sequence which will preclude 37 deflections exceeding 5 percent of the shaft diameter. 38 3) At minimum, grouting shall be performed at the end of each day 39 2.3 ACCESSORIES [NOT USED] CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 330541-12 SHAFT EXCAVATION AND SUPPORT Page 12 of 20 2.4 SOURCE QUALITY CONTROL [NOT USED] 2 PART 3 - EXECUTION 3 3.1 INSTALLERS [NOT USED] 4 3.2 EXAMINATION [NOT USED] 5 3.3 PREPARATION 6 A. Shaft Construction shall not begin until the following tasks have been completed: 7 1. All required submittals have been made and the City has reviewed and 8 accepted all submittals. 9 2. Review of available utility drawings and location of conduits and 10 underground utilities in all areas where excavation is to be performed. 11 a. The Contractor shall notify the Texas One Call system (800-245-4545) to 12 request marking of utilities by utility owners / operators that subscribe to 13 One Call, and shall individually notify all other known or suspected 14 utilities to request marking of these utilities. 15 b. Repair damage to existing utilities resulting from excavation at no 16 additional cost to the City. 17 3. Site safety representative has prepared a code of safe practices in accordance 18 with OSHA requirements. 19 a. Provide the Engineer and Owner with a copy of each prior to starting 20 shaft construction. 21 b. Hold safety meetings and provide safety instruction for new employees 22 as required by OSHA. 23 3.4 INSTALLATION 24 A. General: 25 1. Corrective measures shall be immediately taken where movement or 26 deformation of support systems may in any way impair the integrity of the 27 support system or that of adjacent facilities. 28 2. All excavated spoils, and other materials used during shaft construction, shall 29 be completely contained when stockpiled on site, and shall be disposed of by 30 the Contractor in accordance with the accepted disposal plan at the 31 completion of shaft construction. 32 a. Any spills shall be completely contained and cleaned up promptly by the 33 Contractor. 34 b. Under no circumstances shall spoils, drilling fluids, groundwater inflows, 35 or construction water enter any sanitary or storm sewers, or any water 36 body. 37 c. Contractor shall properly dispose of groundwater in accordance with 38 permit requirements. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 330541-13 SHAFT EXCAVATION AND SUPPORT Page 13 of 20 1 3. Settling of adjacent property and/or facilities will not be permitted. Settlement 2 monitoring of adjacent facilities shall be conducted in accordance with 33 05 3 44 — Settlement Monitoring. 4 4. All welding shall conform to the applicable provisions of ANSI/AWS D1.1. 5 5. Vertical Deviation: 6 a. Care shall be taken to keep the shafts plumb during construction. The 7 deviation from plumb shall not exceed one (1) foot (12 inches) in 100 8 feet, or 1%, unless otherwise specified herein. 9 b. Any correction of shaft deviation, and any construction and associated 10 costs resulting from relocation of appurtenances inside the shaft, 11 including the tunneled pipe connections and the launch and retrieval 12 seals, caused by the shaft's deviation from plumb or other deficiencies in 13 workmanship shall be accomplished at the Contractor's expense and 14 shall not be cause for schedule extension. 15 6. For trenchless shaft penetrations, provide watertight gasketed seals and portal 16 stabilization at all locations. 17 7. Pumping from shaft sumps shall not result in boils, softening of the ground, or 18 loss of fines. Sumps, subdrains, and drain blankets shall be installed as 19 necessary, using suitable filters or screens so that fines are not removed from 20 the formation. 21 8. Shafts in active use shall be surrounded by safety fencing, consisting of six- 22 foot high chain link fence, installed completely around the shaft perimeter and 23 shall have a lockable entry gate to prevent unauthorized access. Shafts not in 24 active use for more than 72 hours shall be covered with traffic plates or 25 surrounded with a 6-foot high chain link fence and safety cage or netting to 26 prevent unauthorized entry or access. 27 9. The shoring system shall extend not more than 5 feet and not less than 3 feet 28 above natural ground surface to prevent accidental or unauthorized entry. 29 10. Safety rails shall be installed in accordance with applicable safety regulations. 30 B. Internal Bracing and Support System: 31 1. The internal bracing support system for shafts shall include wales, struts, 32 and/or shores where necessary. 33 a. Struts with intermediate bracing shall be provided as needed to enable 34 shafts to carry maximum design load without distortion or buckling. 35 b. Web stiffeners, plates, or angles shall be included as needed to prevent 36 rotation, crippling, or buckling of connections and points of bearing 37 between structural steel members. Allow for eccentricities caused by 38 field fabrication and assembly. 39 c. All bracing support members shall be installed and maintained in tight 40 contact with each other and with the surface being supported. 41 d. Bracing members shall be preloaded by jacking struts to control shoring 42 movement. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 330541-14 SHAFT EXCAVATION AND SUPPORT Page 14 of 20 1 1) Bracing members shall be preloaded in accordance with methods, 2 procedures, and sequence as described in the submittals. 3 2) Excavation work shall be coordinated with installation of bracing 4 and preloading. 5 3) Steel shims and steel wedges shall be welded or bolted in place to 6 maintain the preloading force in the bracing after release of the 7 jacking equipment pressure. 8 4) Support and preload shall be installed immediately after installation 9 and prior to continuing excavation. 10 e. Procedures that produce uniform loading of bracing member shall be 11 used without eccentricities or overstressing and distortion of members of 12 system. 13 2. Struts shall be installed and preloaded by jacking to 50% of design capacity, 14 before excavation resumes. Steel wedges, or shims, shall be installed and 15 welded in place to lock in preloaded stresses and prevent excessive lateral 16 deformations. 17 3. Internal supports, including wales, struts, and corner braces, shall be installed 18 sequentially as the shaft is excavated. 19 a. At no time shall the unsupported excavation depth exceed the 20 Contractor's design location for wales or struts, plus 2 feet, as shown on 21 the Contractor's submittals. 22 b. All internal supports shall be installed within +/- 3 inches of design 23 locations shown on approved submittals. 24 4. Tiebacks shall be used where proposed in conjunction with or in lieu of struts, 25 bracing and shores. 26 a. Tiebacks shall be designed, installed, and tested in accordance with 27 recommendations of the Post Tensioning Institute. 28 29 1) On -site tests shall be performed to demonstrate adequacy of tiebacks for subsurface conditions. 30 2) Tieback lengths shall be adequate to obtain anchorage behind 31 potential failure plane of excavation. 32 3) Conduct proof -tests, performance tests and lift-off tests of the 33 tieback systems to verify capacity and lock -off load. 34 C. Soldier Pile and Lagging Shaft Installation: 35 1. Install piles in predrilled holes, to the tip elevations shown in approved 36 submittals. Provide casing or drilling mud to prevent caving of holes and loss 37 of ground. 38 2. After each soldier pile has been seated plumb in the drill hole, encase it with 39 concrete or crushed rock from the tip to the bottom level of the final 40 excavation. 41 3. Apply vibration through the pile. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 330541-15 SHAFT EXCAVATION AND SUPPORT Page 15 of20 1 4. Concrete strength shall be in accordance with submittals, and shall be placed 2 by means of a tremie system. 3 5. Provide timber, steel, or precast concrete lagging or steel sheets of sufficient 4 thickness to withstand lateral earth pressures. 5 6. Install lagging with no gap between adjacent boards. As installation 6 progresses, backfill the voids between the excavation face and the lagging 7 with sand, pea gravel, or lean grout packed into place. Pack with materials 8 such as hay, burlap, or geotextile fabric where necessary to allow drainage of 9 groundwater without loss of ground due to piping. 10 D. Auger Drilled Shaft Construction: 11 1. Drilling Fluid: 12 a. At all times during drilling, reaming, liner installation, and grouting, the 13 excavation shall be kept filled with stabilizing drilling fluids to safely 14 support the excavation and resist bottom heave, caving and sloughing. 15 b. The shaft shall be kept adequately filled with drilling fluid until the 16 tremie seal concrete and annulus grout has reached sufficient strength to 17 resist uplift without failure or cracking. 18 c. The drilling fluid shall be properly designed, mixed, and stored in 19 sufficient volume near the excavation to ensure that the excavation can 20 be kept adequately filled and stable. 21 d. Drilling fluid shall be replenished as necessary to maintain required 22 stabilizing properties. 23 2. The Contractor shall avoid applying excessive bending, torsional, or point 24 loads to the steel liner during installation and grouting. 25 3. The excavation shall be of sufficient diameter to allow installation of the steel 26 liner without scraping or gouging of the shaft excavation sidewalls. 27 4. The Contractor shall completely grout the annulus outside of the steel liner. 28 Grouting pressures shall be carefully controlled to prevent buckling or 29 damage to the liner 30 E. Secant Pile Shafts: 31 1. The Contractor shall construct proper guides to help achieve the necessary 32 position and vertical alignment of the secant piles. Guides shall be fully 33 constructed prior to construction of secant piles. 34 2. Secant pile bore holes shall be completely supported by properly designed 35 drilling fluid or continuous temporary casing at all times during drilling. 36 3. Casing: 37 a. If used, casings shall be equipped with cutting teeth to provide positive 38 cut into the previously installed adjacent piles and installed by either 39 rotating or oscillating the casing. 40 b. Installing the casing by vibratory or percussive means will not be 41 allowed. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 330541-16 SHAFT EXCAVATION AND SUPPORT Page 16 of 20 1 c. Remove temporary casing while the concrete remains workable. 2 d. Sufficient quantity of temporary casing shall be onsite at all times. 3 4. Excavate bore holes in such a manner that the soil outside the pile diameter is 4 not adversely affected. Use pile boring methods that will minimize over- 5 excavation, loosening, and caving of material outside the pile diameter. 6 5. Pile borings shall be completed continuously from the ground surface to the 7 required depth and backfilled with concrete. If the pile excavation and 8 backfilling cannot be completed in a continuous operation, the excavation 9 shall be backfilled to a minimum depth of 5 feet above the bottom of the 10 excavation. 11 6. Do not advance secondary piles until concrete in adjacent primary piles has 12 been in place a minimum of 24 hours, or if adjacent primary piles contain 13 unset concrete. 14 7. Place concrete by the tremie method, in such a manner that the concrete 15 displaces the drilling fluid or groundwater, progressing from the bottom and 16 rising uniformly to the ground surface. Concrete placement shall continue in 17 one operation to the top of the pile hole. Throughout the underwater concrete 18 placement operation, the discharge end of the tube shall remain submerged in 19 the concrete by at least 5 feet. 20 8. Casing shall be extracted while the concrete within remains sufficiently 21 workable to ensure that the concrete is not lifted. When the casing is 22 withdrawn as concreting proceeds, a sufficient head of concrete shall be 23 maintained to prevent the entry of groundwater or soil that may cause 24 reduction of cross-section of the pile. 25 9. For those piles determined to be defective, the Contractor shall submit a 26 remedial action plan to the City for review. Only proven methods and 27 materials will be allowed for repair. 28 F. Liner Plate Shaft Construction: 29 1. Longitudinal joints in adjacent rings shall be staggered and not in alignment 30 more often than every second ring. 31 2. Grouting: 32 a. Every second liner plate in a ring shall be provided with 1.5-inch or 33 larger grouting holes located near the centers. 34 b. The holes in each ring shall be staggered resulting in a diamond pattern 35 for grout holes. 36 c. All space between the liner plate and the earth shall be filled with grout 37 forced in under pressure. 38 d. Enough water shall be used to produce, when well mixed, a grout having 39 the consistency of thick cream. 40 e. As the pumping through any hole is stopped, it shall be plugged to 41 prevent backflow of grout. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 330541-17 SHAFT EXCAVATION AND SUPPORT Page 17 of 20 1 f. The Contractor shall provide more specific backfill grout requirements in 2 the shaft design submittal. 3 4 5 g. Grouting shall be performed in a sequence which will preclude deflections exceeding 5 percent of the shaft diameter. At minimum, grouting shall be performed at the end of each day. 6 3. Shaft excavation shall not proceed more than 30 inches below the bottom of 7 the last row of liner plate before installation of another row of liner plate. 8 4. Use steel ribs, tie rods, stiffeners, or other restraint as required to maintain the 9 liner plate ring in a true circle without buckling until backfill grouting 10 operations are complete. 11 5. Ribs shall be blocked to the liner plate by hardwood wedging/blocking at two 12 points per plate. Nail wedges to preclude loosening. 13 6. Erect liner plates with tight, clean joints, (and gaskets where shown on the 14 Drawings) and in a manner which will not deform or overstress the completed 15 rings. Flanges shall be clean and free from material that could interfere with 16 proper bearing. 17 7. Previously placed rings of liner plates shall be monitored daily for signs of 18 damage or distress. Where the City or the Contractor observes damage or 19 distress, promptly repair or replace such elements, as appropriate, and at no 20 additional cost to the Owner. 21 G. Shaft Bottom Stability and Groundwater Inflows: 22 1. The Contractor is responsible for preventing, controlling, or otherwise 23 handling groundwater inflows into the shaft excavations. All groundwater 24 inflows shall be collected and disposed of in accordance with 33 05 42 — 25 Water Control for Shaft and Tunnel Construction. 26 2. The Contractor shall control groundwater inflows to prevent heaving, boiling, 27 piping, or other loosening of the subgrade that will compromise shaft integrity 28 or provide unsuitable foundation for the pipe and/or manholes. 29 H. Portal Stabilization: 30 1. For all shafts, prior to initiating penetration through the shaft wall, securely 31 install tunnel entry/exit seals. 32 2. The Contractor shall stabilize the ground outside the shaft seals as specified in 33 33 05 43 — Portal Stabilization, to facilitate launching or receiving of the 34 tunneling equipment from the shafts. 35 I. Settlement Instrumentation and Monitoring: 36 1. Performance of excavation support system shall be monitored for both 37 horizontal and vertical deflections. 38 2. If excessive settlement or deflections of supports or nearby utilities or other 39 improvements occur that exceed those values predicted by the Contractor's 40 shoring designer and the maximum allowable values specified in 33 05 44 — 41 Settlement Monitoring, modifications to the excavation and shoring approach 42 will be required. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 330541-18 SHAFT EXCAVATION AND SUPPORT Page 18 of 20 1 a. Revised shop drawings and calculations shall be submitted to the City. 2 b. Changes to excavation sequence and shoring shall be implemented as 3 may be necessary at no additional cost to the Owner. 4 J. Shaft Removal and Backfill: 5 1. The Contractor shall remove shoring to a depth of 10 feet, and as required to 6 accommodate construction of connections and backfill sequences, unless 7 otherwise noted on the Drawings. 8 a. All shoring elements located in the upper 10 feet, including shaft walls, 9 wales, struts, lagging, and shores shall be removed from the excavation 10 prior to restoration. 11 b. Shoring elements that remain in place shall be identified on the record 12 drawings. 13 c. Removal of the support system shall be performed in a manner that will 14 not disturb or harm adjacent construction or facilities and only after 15 backfill has been fully compacted. 16 d. Any voids created or encountered during the removal of the support 17 system shall be immediately filled with grout as specified in 33 05 45 — 18 Contact Grouting, or as approved in writing by the City. 19 e. The support system removed from the excavation shall remain the 20 property of the Contractor and shall be removed from the site. 21 2. The use of imported materials for shaft backfilling shall be required as shown 22 on the Drawings. Where not shown on the Drawings, backfill of shafts shall 23 be as Specified. Backfill materials shall be placed and compacted in 24 accordance with the requirements of Section 33 05 10 Utility Trench 25 Excavation, Embedment, and Backfill. 26 3.5 CLEANUP AND RESTORATION 27 A. The Contractor shall remove all construction debris, spoil, slurry, oil, grease, and 28 other materials from the shaft, pipeline, and all surface work areas upon completion 29 of construction of the pipeline. 30 B. Restoration shall follow construction as the Work progresses and shall be completed 31 as soon as reasonably possible. 32 1. Restore and repair any damage resulting from surface settlement caused by 33 shaft excavation. 34 2. Any property damaged or destroyed, shall be restored to a condition equal to 35 or better than that to which it existed prior to construction. 36 3. Restoration shall be completed no later than 30 days after tunneling is 37 complete, or earlier if required as part of a permit or easement agreement. 38 4. This provision for restoration shall include all property affected by the 39 construction operations. 40 C. Post -Construction: CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 330541-19 SHAFT EXCAVATION AND SUPPORT Page 19 of 20 1 1. Within 15 days of backfill of excavations, the Contractor shall submit a 2 detailed as -built location plan of all remaining buried shoring members 3 including size, location, and cutoff elevation. 4 3.6 RE -INSTALLATION [NOT USED] 5 3.7 SITE QUALITY CONTROL 6 A. Safety: 7 1. No gasoline powered equipment shall be permitted in receiving shafts/pits. 8 a. Diesel, electrical, hydraulic and air powered equipment are acceptable, 9 subject to applicable local, State, and Federal regulations. 10 2. The Contractor shall be solely responsible for, and bear the sole burden of 11 cost for any and all damages resulting from improper shoring or failure to 12 shore. 13 3. The safety of workers, the protection of adjacent structures, property and 14 utilities, and the installation of adequate supports for all excavations shall be 15 the sole responsibility of the Contractor. 16 4. The design, planning, installation, and removal of all shoring shall be 17 accomplished in such a manner as to maintain stability of the required 18 excavation and prevent movement of soil that may cause damage to adjacent 19 shoring systems, structures and utilities, damage or delay the Work, or 20 endanger life and health. 21 5. All materials and methods of construction shall meet the applicable 22 requirements of the Contract Documents. Particular attention is called to 23 Subpart P — Excavations and Subpart S — Underground Construction of the 24 Standards (29 CFR 1926/1920, published as U.S. Department of Labor 25 Publication 207, revised October 1, 1979, and revised again August 1, 1989. 26 6. Perform all Work in accordance with all current applicable regulations and 27 safety requirements of the Federal, State, and Local agencies. Comply with all 28 applicable provisions of OSHA 29 CFR Part 1926, Subpart S, Underground 29 Construction and Subpart P, Excavations. 30 7. In the event of conflict, comply with the more stringent requirements. 31 B. Daily Records: 32 1. Written daily progress reports shall be submitted during construction. The 33 progress reports shall have field logs recorded at intervals of five feet or less 34 during excavation and shall be submitted to the City within one working day 35 of the shift for which the logs were created. As a minimum, the logs shall 36 include: 37 a. The date, starting time, and finish time 38 b. Equipment used 39 c. Actual quantities and descriptions of excavated material including soil 40 types CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 1 2 3 4 5 6 7 8 9 g. 33 05 41- 20 SHAFT EXCAVATION AND SUPPORT Page 20 of 20 d. Any unusual conditions, breakdowns, and delays, including problems with support, bottom instability and obstructions e. Detailed description of the support installed, including sizes, lengths, spacing and elevations relative to excavation elevation f. Pumping rates from shaft sumps and inflow conditions or flooding levels for shafts excavated "in the wet" Deformation monitoring results, and record of action taken by the designer of record and the Contractor if predicted deflections are exceeded 10 2. Grouting Records: Maintain daily logs of grouting operations and 11 submit records of grouting to the City. The records shall include the 12 following information 13 a. Hole name, collar station, face station, date. 14 b. Details of mixes used including any admixtures. 15 c. Details of each batch of grout injected including estimated 16 wastage. 17 d. Details of any interruptions, leakages and any equipment 18 malfunctions. 19 e. Name of grouting supervisor. 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 28 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 42 WATER CONTROL FOR SHAFT AND TUNNEL CONSTRUCTION Page 1 of 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 Foul's, and Conditions of the 10 Contract 11 2. Division 1 — General Requirements 12 3. 01 35 43 — Contaminated Material Handling, Loading, Transportation, and 13 Disposal 14 4. 33 05 20 — Auger Boring 15 5. 33 05 23 — Hand Tunneling 16 6. 33 05 41 — Shaft Excavation and Support 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 or Tunnel Liner 21 Plate installation. 22 2. Payment: 23 a. The work performed and materials furnished in accordance with this item 24 are considered subsidiary to the unit price bid per unit linear foot of By 25 Other than Open Cut installation of Steel Casing Pipe or Tunnel Liner Plate 26 to be completed in place and 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 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 B. Reference Documents: 33 1. "Geotechnical Engineering Report — Report 103-14-193 Cultural District Sewer 34 Improvements Part 4 Harley Avenue to Bryce Avenue Fort Worth, Texas", CMJ 35 Engineering, Inc., February 2, 2015. 36 2. "Environmental Report, Report — City of Fort Worth Cultural District/ Will Rogers 37 Area Water and Sanitary Sewer Improvements Montgomery Street between Dexter CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 42 WATER CONTROL FOR SHAFT AND TUNNEL CONSTRUCTION Page 2 of4 1 Avenue and Byers Avenue, Fort Worth Texas W&M Project No. 823.028", W& M 2 Environmental Group, Inc., March 13, 2015. 3 4 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 5 1.5 SUBMITTALS 6 A. Submittals shall be in accordance with Section 01 33 00. 7 B. All submittals shall be approved by the Engineer or the City prior to delivery. 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 9 A. Shop Drawings: 10 1. Water Control Plan: No later than 30 days before installation of water control 11 systems, submit methods and equipment proposed to be utilized to prevent 12 excessive groundwater from entering shafts and tunnels, and to remove and 13 dispose of the water that does enter. 14 2. Submit drawings indicating location and configuration of water control facilities 15 including, but not limited to, water control barriers, monitor wells, sumps, 16 discharge lines, storage tanks or basins, and discharge points or disposal methods. 17 3. Submit detailed description of water control schedule, operation, maintenance, and 18 abandonment procedures. 19 4. Submit drawings and details of any required treatment facilities to be used in 20 treating water that collects within the shafts. 21 5. Submit a copy of all applicable permits required for discharge of collected water or 22 documentation of proper offsite disposal plans. Confirm that disposal plan is in 23 compliance with all permit requirement. 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 DELIVIERY, STORAGE, AND HANDLING [NOT USED] 28 1.11 FIELD [SITE] CONDITIONS [NOT USED] 29 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS 31 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 32 2.2 MATERIALS 33 A. Design Criteria: 34 1. Design, furnish, install, operate, and maintain all machinery, appliances, power, 35 and equipment necessary to remove water from tunnels and shafts during 36 construction. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 42 WATER CONTROL FOR SHAFT AND TUNNEL CONSTRUCTION Page 3 of 4 1 2. Dewater, treat, and dispose of water so as not to cause injury to public or private 2 property or to cause a nuisance or a menace to the public and in accordance with 3 all applicable permit requirements. 4 3. Have on hand at all times sufficient pumping equipment and machinery in good 5 working condition for all ordinary emergencies, including power outages and 6 flooding, and have available at all times competent workers for the continuous and 7 successful operation of the water control and monitoring systems. 8 2.3 ACCESSORIES [NOT USED] 9 2.4 SOURCE QUALITY CONTROL [NOT USED] B0 PART 3 - EXECUTION 11 3.1 INSTALLERS [NOT USED] 12 3.2 EXAMINATION [NOT USED] 13 3.3 PREPERATION [NOT USED] 14 3.4 INSTALLATION 15 A. General: 16 1. Provide continuous control of surface water runoff and water in shafts and tunnels 17 during the course of construction, including weekends and holidays, and during 18 periods of work stoppages. 19 2. Take reasonable precautions necessary to ensure successful operation of water 20 control systems. 21 3. Dispose of water under terms, requirements, and restrictions of applicable permits. 22 4. Modify water control system after installation and while in operation if it causes or 23 threatens to cause damage to adjacent property or to existing buildings, structures, 24 or utilities. 25 B. Surface Drainage: 26 1. Intercept and divert surface drainage away from the Work by use of dikes, curb 27 walls, ditches, sumps, or other means, in accordance with the approved plan. 28 2. Design surface drainage system so as not to cause erosion on or off the site. 29 Surface runoff shall be controlled to prevent entry of water into excavations and 30 shafts, water bodies, sanitary, or storm sewers, unless written permission is 31 provided by the facility owner allowing discharge. 32 C. Water Control in Underground Works: 33 1. Use water control methods that are appropriate to the ground conditions, described 34 in the Geotechnical Engineering Report, the planned construction operations, and 35 requirements of these Contract Documents. 36 2. If a large amount of subsurface water drains into an excavation, take immediate 37 steps to control water inflow. Large amounts of inflow requiring immediate 38 control shall be defined as that which adversely affects the Work and/or threatens 39 damage to adjacent structures or facilities. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 1 2 33 05 42 WATER CONTROL FOR SHAFT AND TUNNEL CONSTRUCTION Page 4 of 4 3. Design and operate water control system to prevent removal of in situ soils or loosening or softening of in situ soils surrounding the excavation. 3 4. Water shall be removed during periods when concrete is being placed, during 4 tunneling operations, when pipe is being installed, during shaft excavation, and at 5 such other times as is necessary for efficient and safe execution of the Work. 6 5. If a concrete tremie plug or work slab for shaft construction is required, the plug 7 shall not be subjected to unbalanced hydrostatic pressures until it has obtained 8 compressive strength sufficient to resist uplift pressure. 9 D. Treatment and Disposal of Water: 10 1. Obtain necessary permits from the authority having jurisdiction to use any sanitary 11 sewers, storm sewers, drains, or waterways for water disposal purposes. 12 2. Discharge water removed from the site through pipes, tanks, or by truck and as 13 required by the Contractor's discharge permit. Water shall be discharged in a 14 manner that will not cause soil erosion at discharge point. 15 3. Treat water collected in shafts as required by regulatory agencies prior to 16 discharge. 17 E. System Removal: 18 1. Facilities shall be removed and abandoned at the completion of the Work in 19 conformance with regulatory requirements and Contractor's permit. 20 3.5 CLEANUP AND RESTORATION 21 3.6 RE -INSTALLATION [NOT USED] 22 3.7 SITE QUALITY CONTROL [NOT USED] 23 3.8 SYSTEM STARTUP [NOT USED] 24 3.9 ADJUSTING [NOT USED] 25 3.10 CLEANING [NOT USED] 26 3.11 CLOSEOUT [NOT USED] 27 3.12 PROTECTION [NOT USED] 28 3.13 MAINTENANCE [NOT USED] 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 43 PORTAL STABILIZATION Page 1 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 7 prevent soil/rock inflows, and to control groundwater inflows during launching and 8 retrieving of the tunneling equipment. 9 2. The Contractor may provide portal stabilization using grouting methods, guillotine 10 wall (double -wall) methods, methods integral to the shaft construction, or other 11 methods proposed by the Contractor, subject to Engineer's written approval. 12 3. The Work includes all operations necessary to provide portal stabilization that 13 meets the requirements herein. This includes any secondary measures (such as 14 additional contact grouting) or work required if initial stabilization methods are not 15 successful. 16 B. Related Work Specified Elsewhere: 17 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 18 Contract 19 2. Division 1 — General Requirements 20 3. 33 05 20 — Auger Boring 21 4. 33 05 23 — Hand Tunneling 22 5. 33 05 41 — Shaft Excavation and Support 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment: 25 1. Measurement: 26 a. This Item is considered subsidiary to Steel Casing Pipe or Tunnel Liner 27 Plate installation. 28 2. Payment: 29 a. The work performed and materials furnished in accordance with this item are 30 considered subsidiary to the unit price bid per unit linear foot of By Other than 31 Open Cut installation of Steel Casing Pipe or Tunnel Liner Plate to be 32 completed in place and no other compensation will be allowed. 33 1.3 REFERENCES 34 A. Definitions: 35 1. Portal Stabilization: Where the new trenchless pipelines enter or exit a shaft 36 excavation, the Contractor shall stabilize the portal to prevent soil/rock or 37 groundwater inflows into the shaft that may lead to settlement around the shaft or 38 flooding of the excavation. Portal stabilization may be accomplished using CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 43 PORTAL STABILIZATION Page 2 of 5 1 applicable ground improvement, double sheeting methods combined with contact 2 grouting (guillotine method), or may be integral to the shaft construction method 3 (as for auger -drilled shafts and secant pile shafts). 4 2. Guillotine (Double -Wall) Stabilization Method: To provide stable ground and 5 groundwater control at shaft penetrations, a set of steel sheetpiles or plates is 6 installed just outside the primary shoring system in front of the portal locations. 7 Contact grout is then injected between the primary shoring system and guillotine 8 shoring to confirm that the soil between is stable and will prevent groundwater 9 flow. A hole is then cut in the primary shoring, exposing the stabilized ground and 10 allowing for the insertion of the tunneling equipment into the shaft seal and 11 through the primary shoring. Once the tunneling shield and shaft seal are mated, 12 the guillotine shoring can be lifted out of the tunnel path and removed. 13 3. Ground Improvement: A prism of stabilized soil is created just outside the shoring 14 system using grouting methods appropriate for the ground conditions. The 15 improved block stabilizes the soil and lowers the permeability of the soil 16 sufficiently to control groundwater inflows. It is important that the stabilized 17 prism is cast tightly against the existing shoring, extending well beyond the portal 18 to be cut in the shoring, so that groundwater cannot flow along the shoring and 19 enter the portal. Any grout/soil-cement strength must also be carefully controlled 20 to allow the tunneling equipment to efficiently excavate it. 21 B. Reference Documents: 22 1. Appendix GC-4.02: Subsurface and Physical Conditions 23 2. Appendix GC-4.06: Hazardous Environmental Condition at Site 24 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 25 1.5 SUBMITTALS 26 A. Submittals shall be made in accordance with Section 01 33 00. 27 B. All submittals shall be approved by the Engineer or the City prior to delivery. 28 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 29 A. Portal Stabilization: 30 1. Provide a description of the methods to be used for each portal stabilization 31 technique proposed. Provide shop drawings showing the details and dimensions of 32 each stabilization system and full narrative describing the procedures. 33 2. Provide a list of which portal stabilization method will be used at each shaft 34 location. 35 3. Provide a description of the secondary or remedial methods that will be employed 36 if the initial stabilization efforts fail to achieve the required stabilization as 37 described in Paragraph 3.4 A 3 c 38 4. Provide mix designs for any concrete or grout proposed as a part of the portal 39 stabilization work. 40 1.7 CLOSEOUT SUBMITTALS [NOT USED] 41 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 43 PORTAL STABILIZATION Page 3 of 5 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] 25 PART 2 — PRODUCTS 6 2.1 OWNER -FURNISHED [OR] OWNER SUPPLIED PRODUCTS [NOT USED] 7 2.2 MATERIALS 8 A. Design Criteria: 9 1. The Contractor shall provide portal stabilization to prevent soil/rock inflows and to 10 control groundwater inflows during launch and retrieval of the tunneling 11 equipment for all shaft locations. 12 2. Portal stabilization methods shall ensure that no soil/rock and no more than 5 gpm 13 of water enters the shaft when creating portals for the launch or retrieval of the 14 tunneling equipment, as required in Paragraph 3.4 A 3 c. 15 3. The Contractor may accomplish portal stabilization by the use of ground 16 improvement, the guillotine wall (double -wall) method, methods integral to the 17 shoring system (such as for auger -drilled shafts and secant piles) or by other 18 Contractor suggested methods, subject to the requirements of these Specifications 19 and the Engineer's written approval. Multiple options for achieving portal 20 stabilization, including an allowance for Contractor -suggested methods, are 21 presented to allow flexibility for Contractor preference. Not all methods listed are 22 appropriate for all ground conditions. It is the sole responsibility of the Contractor 23 to choose portal stabilization methods that are appropriate for the ground 24 conditions at each shaft. 25 4. Grout: 26 a. The minimum 24-hour compressive strength shall be at least 10 psi. 27 b. The maximum 28-day compressive strength of any grout used or soil- 28 cement created shall not exceed 150 psi. 29 c. Additionally, the cured grout or soil -cement shall be of a strength that can 30 be efficiently excavated by the tunneling equipment without damage to the 31 equipment. 32 5. Guillotine Wall (Double -Wall) Method: 33 a. The guillotine wall shall extend not less than three (3) feet beyond the 34 maximum portal dimensions to be opened in the primary shoring system, in 35 all directions. 36 b. The contractor shall inject contact grout between the primary shoring system 37 and the guillotine wall, as necessary, to stabilize the soil between and to seal 38 any voids that will allow groundwater flow into the shaft, before opening 39 tunnel portals. CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 43 PORTAL STABILIZATION Page 4 of 5 1 6. Ground Improvement Method: 2 a. Choose ground improvement methods that will achieve the stability 3 specified herein, in the ground conditions described in the Geotechnical 4 Engineering Report, for each shaft location. 5 b. The prism of improved ground shall extend not less than three (3) feet 6 beyond the maximum portal dimensions to be opened in the primary shoring 7 system in all directions. 8 2.3 ACCESSORIES [NOT USED] 9 2.4 SOURCE QUALITY CONTROL [NOT USED] $0 PART 3 EXECUTION 11 3.1 INSTALLERS [NOT USED] 12 3.2 EXAMINATION [NOT USED] 13 3.3 PREPARATION [NOT USED] 14 3.4 INSTALLATION 15 A. General: 16 1. Guillotine Wall Methods: 17 a. The Contractor shall visually verify the location of all utilities that may 18 cross, or are within 5 feet adjacent to the location of guillotine shoring 19 before commencing installation. 20 b. Pre -drilling of the soils may be necessary to install guillotine shoring to the 21 required depths. 22 c. Guillotine shoring shall be completely removed after the tunneling 23 equipment has been seated in the shaft seal. 24 2. Ground Improvement Methods: 25 a. Prisms of improved ground shall be installed in full contact with the shoring 26 to prevent uncontrolled groundwater flow along the shoring face and into 27 the portals. 28 b. If ground improvement cannot be performed tight against the shoring face, 29 supplemental contact grouting shall be used to achieve control of 30 groundwater inflows. 31 3. Verification of Stability: 32 a. The Contractor shall stabilize the soils at all tunnel portal locations to 33 prevent the inflow of weak, running, or flowing soils or rock and to control 34 groundwater inflows. 35 b. The Contractor shall confirm that the ground has been stabilized to the 36 extent that ground will remain stable without movement of soil/rock or 37 water while the entry/exit location shoring is removed and while the CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 33 05 43 PORTAL STABILIZATION Page 5 of 5 1 tunneling equipment is being launched or received into a shaft or during 2 jacking operations. 3 c. The progressive steps identified below shall be used to confirm suitable 4 stabilization has been achieved for all shaft types and entry/exit locations: 5 1.) After the Contractor believes he has stabilized the ground sufficiently 6 outside a given shaft seal, the Contractor shall demonstrate the 7 stability of the ground by cutting a 3-inch diameter hole in the shoring 8 wall near the center of the bore. 9 a) If no soil/rock and less than 5 gpm of water enters the shaft, the 10 Contractor may progress to the next demonstration step. 11 b) If soil/rock or more than 5 gpm of water enter into the shaft, 12 the Contractor shall seal the demonstration hole and further 13 stabilize the ground before repeating the demonstration step. 14 2.) After successful completion of the first demonstration step, the 15 Contractor shall demonstrate the stability of the ground by cutting a 16 12-inch diameter hole in the shoring wall at the location of previous 17 demonstration hole. 18 a) If no soil/rock and less than 5 gpm of water enters the shaft, the 19 Contractor may progress to the next demonstration step. 20 b) If soil/rock or more than 5 gpm of water enters the shaft, the 21 Contractor shall seal the demonstration hole and further 22 stabilize the ground before repeating the demonstration step. 23 3.) After successful completion of the first two demonstrations steps, and 24 if the Contractor believes the portal stabilization work is sufficient, 25 the Contractor may proceed with remainder of the shaft wall 26 penetration procedures. 27 4.) Successful completion of shaft wall penetrations and related activities 28 necessary to demonstrate such shall be at the Contractor's sole 29 expense. 30 3.5 CLEANUP AND RESTORATION 31 3.6 RE -INSTALLATION [NOT USED] 32 3.7 SITE QUALITY CONTROL [NOT USED] 33 3.8 SYSTEM STARTUP [NOT USED] 34 3.9 ADJUSTING [NOT USED] 35 3.10 CLEANING [NOT USED] 36 3.11 CLOSEOUT [NOT USED] 37 3.12 PROTECTION [NOT USED] 38 3.13 MAINTENANCE [NOT USED] 39 3.14 ATTACHMENTS [NOT USED] 40 LAST PAGE OF THIS SECTION CITY OF FORT WORTH CULTURAL DISTRICT/ WILL ROGERS, PART 4—MONTGOMERY ST. City Project No. 01468 1 2 33 31 13 - I FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 1 of7 SECTION 33 31 13 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Fiberglass Reinforced pipe 18-inch and larger for gravity sanitary sewer 7 applications 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified Section 2.2.C.6.C.I 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 01 30 — Sewer and Manhole Testing 15 4. Section 33 01 31 — Closed Circuit Television (CCTV) Inspection 16 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 17 6. Section 33 05 26 — Utility Markers/Locators 18 7. Section 33 31 50 — Sanitary Sewer Service Connections and Service Line 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Measurement 22 a. Measured horizontally along the surface from center line to center line of the 23 manhole, or appurtenance 24 2. Payment 25 a. The work performed and materials furnished in accordance with this Item and 26 measured as provided under "Measurement" will be paid for at the unit price 27 bid per linear foot for "Fiberglass Sewer Pipe" installed for: 28 1) Various sizes 29 2) Various backfills 30 3. The price bid shall include: 31 a. Furnishing and installing Fiberglass gravity pipe with joints as specified by the 32 Drawings 33 b. Mobilization 34 c. Pavement removal 35 d. Excavation 36 e. Hauling 37 f. Disposal of excess material 38 g. Gaskets 39 h. Furnishing, placement and compaction of embedment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/WILLROGERS PART 4 — MONTGOMERY ST. City Project No. 01468 33 31 13 -2 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 2 of 7 1 i. Furnishing, placement and compaction of backfill 2 j. Trench water stops 3 k. Clean-up 4 1. Cleaning 5 m. Testing 6 1.3 REFERENCES 7 A. Reference Standards 8 1. Reference standards cited in this Specification refer to the current reference 9 standard published at the time of the latest revision date logged at the end of this 10 Specification, unless a date is specifically cited. 11 2. ASTM International (ASTM): 12 a. D3236, Standard Test Method for Apparent Viscoscity of Hot Melt Adhesives 13 and Coating Materials. 14 b. D3262, Standard Specification for "Fiberglass" (Glass -Fiber -Reinforced 15 Thermosetting -Resin) Sewer Pipe. 16 c. D3681, Standard Test Method for Chemical Resistance of "Fiberglass" (Glass- 17 Fiber -Reinforced Thermosetting -Resin) Pipe in a Deflected Condition. 18 d. D4161, Standard Specification for "Fiberglass" (Glass -Fiber -Reinforced 19 Thermosetting -Resin) Pipe Joints Using Flexible Elastomeric Seals. 20 e. F477, Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic 21 Pipe. 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Submittals shall be in accordance with Section 01 33 00. 25 B. All submittals shall be approved by the City prior to delivery. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 27 A. Product Data 28 1. Manufacturer 29 2. Manufacturer Number (identifies factory, location, and date manufactured.) 30 3. Nominal Diameter 31 4. Beam load 32 5. Laying lengths 33 6. ASTM designation 34 B. Shop Drawings 35 1. Pipe details 36 2. Joint details 37 3. Miscellaneous items to be furnished and fabricated for the pipe 38 4. Dimensions 39 5. Tolerances 40 6. Wall thickness CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/WILLROGERS PART 4 — MONTGOMERY ST. City Project No. 01468 33 31 13 -3 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 3 of 7 1 7. Properties and strengths 2 8. Pipe calculations 3 a. Calculations confirming the pipe will handle anticipated loading signed and 4 sealed by a Licensed Professional Engineer in Texas 5 C. Certificates 6 1. Furnish an affidavit certifying that all Fiberglass Reinforced Pipe meets the 7 provisions of this Section and has been tested and meets the requirements of ASTM 8 D3262. 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. Qualifications 13 1. Manufacturers 14 a. Finished pipe shall be the product of 1 manufacturer for each size per project. 15 b. Pipe manufacturing operations shall be performed under the control of the 16 manufacturer. 17 c. All pipe furnished shall be in conformance with this specification and ASTM 18 D3262. 19 1.10 DELIVERY, STORAGE, AND HANDLING 20 A. Delivery 21 1. Provide adequate strutting during transport to prevent damage to the pipe, fittings 22 and appurtenances. 23 B. Storage and Handling Requirements 24 1. Gravity pipe shall be stored and handled in accordance with the manufacturer's 25 guidelines. 26 2. Secure and maintain a location to store the material in accordance with 27 Section 01 66 00. 28 1.11 FIELD [SITE] CONDITIONS [NOT USED] 29 1.12 WARRANTY [NOT USED] 30 PART 2 - PRODUCTS 31 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 32 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 33 A. Manufacturers 34 1. Only the manufacturers as listed in the City's Standard Products List will be 35 considered as shown in Section 01 60 00. 36 a. The manufacturer must comply with this Specification and related Sections. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/WILLROGERS PART 4 — MONTGOMERY ST. City Project No. 01468 33 31 13 -4 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS 1 2 3 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. B. Performance / Design Criteria Page4of7 4 1. Pipe 5 a. Design in accordance with ASTM D3262 6 b. Design pipe for service loads that include: 7 1) External groundwater and earth loads 8 2) Jacking/pushing loads 9 a) The allowable jacking/pushing capacity shall not exceed 40 percent of 10 the ultimate compressive strength or the maximum allowable 11 compressive strength recommended by the manufacturer, whichever is 12 less. 13 3) Traffic loads 14 4) Practical considerations for handling, shipping and other construction 15 operations 16 c. Design is to be conducted under the supervision of a Professional Engineer 17 licensed in the State of Texas, who shall seal and sign the design. 18 d. Standard lay length of 20 feet, except for special fittings or closure pieces 19 necessary to comply with the Drawings. 20 e. Stiffness class that satisfies design requirement on the Drawings, but not less 21 than 46 psi when used in direct bury operations. 22 f. Accommodate vertical alignment changes required because of existing utility or 23 other conflicts by an appropriate change in pipe design depth. 24 g. In no case shall pipe be installed deeper than its design allows. 25 2. Dimensional Tolerances 26 a. Inside diameter 27 1) Pipe shall not vary more than 1/8 inch from the nominal inside diameter. 28 b. Roundness 29 1) The difference between the major and minor outside diameters shall not 30 exceed 0.1 percent of the nominal outside or '/a inch, whichever is less. 31 c. Wall thickness 32 1) Provide minimum single point thickness no less than 98 percent of stated 33 design thickness. 34 d. End Squareness 35 1) Provide pipe ends square to pipe axis with maximum tolerance of 1/8 inch. 36 e. Fittings 37 1) Provide tolerance of angle of elbow and angle between main and leg of wye 38 or tee to ±2 degrees. 39 2) Provide tolerance of laying length of fitting to ±2 inches. 40 C. Materials 41 1. Resin Systems 42 a. Only use polyester resin system with proven history of performance in this 43 particular application. 44 2. Glass Reinforcements 45 a. Use reinforcing glass fibers of highest quality commercial grade E-glass 46 filaments with binder and sizing compatible with impregnated resins to 47 manufacture components. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/WILLROGERS PART 4 — MONTGOMERY ST. City Project No. 01468 1 2 3 4 5 6 7 33 31 13 - 5 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 5 of 7 3. Fillers a. Silica sand or other suitable materials may be used. b. Use 98 percent silica with maximum moisture contest of 0.2 percent. 4. Additives a. Resin additives, such as curing agents, pigments, dyes, fillers, thixotropic agents, etc., when used, shall not detrimentally affect the performance of the product. 8 5. Internal liner resin 9 a. Suitable for service as sewer pipe 10 b. Highly resistant to exposure to sulfuric acid 11 c. Produced by biological activity from hydrogen sulfide gases 12 d. Meet or exceed requirements of ASTM D3681 13 6. Gaskets 14 a. Supply from approved gasket manufacturer in accordance with ASTM F477 15 and suitable for service intended. 16 b. Affix gaskets to pipe by means of suitable adhesive or install in a manner so as 17 to prevent gasket from rolling out of pre-cut groove in pipe or sleeve coupling. 18 c. Provide the following gaskets in potentially contaminated areas. 19 1) Petroleum (diesel, gasoline) — Viton Nitrile 20 2) Other contaminants — Manufacturer recommendation 21 7. Couplings 22 a. Field connect pipe with fiberglass sleeve couplings that utilize elastomeric 23 sealing gaskets as sole means to maintain joint water tightness. 24 8. Joints 25 a. Joints must meet requirements of ASTM D4161. 26 27 28 29 30 31 32 33 34 9. Pipe markings shall meet the minimum requirements of ASTM D3236. Minimum pipe markings shall be as follows: a. Manufacturer b. Manufacturer Number (identifies factory, location, date manufactured, shift and sequence) Nominal diameter c. d. Beam load e. Laying length f. ASTM designation 35 10. Connections 36 a. Use only manufactured fittings. 37 b. See Section 33 31 50. 38 39 11. Detectable Metallic Tape a. See Section 33 05 26. 40 2.3 ACCESSORIES [NOT USED] 41 2.4 SOURCE QUALITY CONTROL [NOT USED] 42 PART 3 - EXECUTION 43 3.1 INSTALLERS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/WILLROGERS PART 4 — MONTGOMERY ST. City Project No. 01468 33 31 13 -6 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 6 of7 1 3.2 EXAMINATION [NOT USED] 2 3.3 PREPARATION [NOT USED] 3 3.4 INSTALLATION 4 A. General 5 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 6 Section 33 05 10 and in accordance with the pipe manufacturer's recommendations. 7 2. Lay pipe to the lines and grades as indicated in the Drawings. 8 3. Excavate and backfill trenches in accordance with Section 33 05 10. 9 4. Embed pipe in accordance with Section 33 05 10. 10 5. For installation of carrier pipe within casing, see Section 33 05 24. 11 B. Pipe Handling 12 1. Haul and distribute pipe and fittings at the project site. 13 2. Handle piping with care to avoid damage. 14 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 15 lowering into the trench. 16 b. Use only nylon ropes, slings or other lifting devices that will not damage the 17 surface of the pipe for handling pipe. 18 3. At the close of each operating day: 19 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 20 the laying operation. 21 b. Effectively seal the open end of the pipe using a gasketed night cap. 22 C. Pipe Joint Installation 23 a. Clean dirt and foreign material from the gasketed socket and the spigot end. 24 b. Assemble pipe joint by sliding the lubricated spigot end into the gasketed bell 25 end to the reference mark. 26 c. Install such that identification marking on each joint are oriented upward 27 toward the trench opening. 28 d. When making connection to manhole, use an elastomeric seal or flexible boot 29 to facilitate a seal. 30 D. Connection Installation 31 1. See Section 33 31 50. 32 E. Detectable Metallic Tape Installation 33 1. See Section 33 05 26. 34 3.5 REPAIR / RESTORATION [NOT USED] 35 3.6 RE -INSTALLATION [NOT USED] 36 3.7 FIELD [oR] SITE QUALITY CONTROL 37 A. Field Tests and Inspections 38 1. Closed Circuit Television (CCTV) Inspection 39 a. Provide a CCTV inspection in accordance with Section 33 01 31. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/WILLROGERS PART 4 — MONTGOMERY ST. City Project No. 01468 33 31 13 -7 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 7 of 7 1 2. Air Test and Deflection (Mandrel) Test 2 a. Perform test in accordance with Section 33 01 30. 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 12 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 CULTURAL DISTRICT/WILLROGERS PART 4 — MONTGOMERY ST. City Project No. 01468 APPENDIX GC-4.02 Subsurface and Physical Conditions GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GR-01 60 00 Product Requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 — MONTGOMERY ST. City Project No. 01468 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 — MONTGOMERY ST. City Project No. 01468 February 2, 2015 ENGINEERING, INC. Kimley-Horn and Associates, Inc. 801 Cherry Street, Unit 11, Suite 950 Fort Worth, Texas 76102-6803 Attn: Mr. Sean Mason, P.E. Dear Mr. Mason: 7636 Pebble Drive Fort Worth, Texas 76118 www.cmjengr.corn RE: REPORT 103-14-193 CULTURAL DISTRICT SEWER IMPROVEMENTS PART 4 HARLEY AVENUE TO BRYCE AVENUE FORT WORTH, TEXAS INTRODUCTION CMJ Engineering, Inc. is pleased to present herein the results of the geotechnical engineering investigation for the referenced project. This study was performed in general accordance with CMJ Proposal No. 12-4939 dated August 28, 2013. The geotechnical services were authorized by Kimley-Horn and Associates, Inc. via Standard Agreement for Professional Services dated December 17, 2014 and signed by Mr. Scott R. Arnold. The project, as currently planned, will consist of sanitary sewer utility improvements within the cultural district in Fort Worth, Texas. Part 4 of the project is located along Montgomery Street in the vicinity of Harley Avenue and Bryce Avenue. No engineering analyses have been requested. Plate A.1, Plan of Borings, depicts the location of exploration borings. SUBSURFACE CONDITIONS Subsurface materials were explored by two (2) borings drilled to a depth of 40 feet at the locations selected by Kimley-Horn and Associates. The borings were drilled using truck mounted drill equipment at the approximate locations shown on the Plan of Borings, Plate A.1. The boring Togs are included on Plates A.4 and A.5 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Phone (817) 284-9400 Fax (817) 589-9993 Metro (817) 589-9992 CMJ ENGINEERING, INC. Kimley-Horn and Associates, Inc. CMJ Report No. 103-14-193 February 2, 2015 Page 2 Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings is discussed below. Asphalt is present at the surface in both borings, with thicknesses of 21/a to 3Y/2 inches. Concrete is present beneath the asphalt in both borings, with thicknesses of 7 to 91/2 inches. Possible fill soils are noted beneath the pavement to a depth of 2 feet in Boring B-1, consisting of dark brown clays containing occasional sand. Natural soils encountered in the borings consist of dark brown, brown, and light reddish brown silty clays and clays. Limestone fragments and calcareous nodules are typically present within the clays. Sand and gravel is next present in the borings at depths of 15 to 16 feet. The sand in Boring B-1 contains gravel and clays seams and is considered medium dense to dense, with Standard Penetration (N) values of 26 to 40 hammer blows. A 2-foot layer of Tight brown and light gray silty sandy clay is present within the sand in Boring B-1 at a depth of 28 feet. Light reddish brown and Tight gray sandy silty clays are next present below the gravel in Boring B-2 at a depth of 22 feet. The various clay soils encountered were generally stiff to hard (soil basis) with pocket penetrometer values ranging from 2.0 to over 4.5 tsf. The clay soils exhibited tested Liquid Limits (LL) of 29 to 56 with Plasticity Indices (PI) of 14 to 37 and classify as CL and CH according to the USCS. Tested unconfined compressive strength tests range from 3,250 to 6,830 psf. Gray limestone is next present in Borings B-1 and B-2 at depths of 34 to 36 feet below existing grade. The gray limestone is very hard (rock basis), exhibiting Texas Cone Penetrometer (THD) values of % to'/2 inches per 100 blows below this depth. The borings were advanced using continuous flight augers to observe the possibility of ground water during drilling. Ground -water seepage was noted in Boring B-2 at 32 feet during drilling and subsequently at a depth of 24 feet at drilling completion. Boring B-1 was dry during drilling and at drilling completion. It should be recognized that ground water conditions will vary with fluctuations in rainfall. Fluctuations of the ground water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. The possibility CMJ ENGINEERING, INC. Kimley-Horn and Associates, Inc. CMJ Report No. 103-14-193 February 2, 2015 Page 3 exists that perched water may trap atop clays or rock, or flow within permeable sand/gravel strata or seams, particularly after periods of heavy or extended rainfall. Water traveling through the soil (subsurface water) is often unpredictable. This could be due to seasonal changes in ground -water and due to the unpredictable nature of ground -water paths. Therefore, it is necessary during construction for the contractor to be observant for ground- water seepage in excavations in order to assess the situation and take appropriate action. EXCAVATION COMMENT The various clays, sands, and gravels encountered in the borings can be excavated using conventional earthwork equipment. Where sands and gravels are present below depths of 15 to 16 feet, caving should be anticipated due to the non -plastic nature of these materials. Excavations/drilling below approximate 34-to 36-foot depths will encounter massive limestone units. The limestone is very hard and can be extremely difficult to remove or excavate with conventional equipment. Ground -water could seep into trench/bore/tunnel excavations. Joints in the clays, sand strata, or gravel strata can serve as conduits to direct water towards the excavation. Water seepage can decrease the stability of the excavation and result in ground subsidence. EARTHWORK Site Preparation The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be excavated to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. CMJ ENGINEERING, INC. Kimley-Horn and Associates, Inc. CMJ Report No. 103-14-193 February 2, 2015 Page 4 Placement and Compaction Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand -operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The on -site soils are suitable for use in general site grading. Imported fill material under the structures should be flexible base or graded stone and no rock greater than 4 inches in maximum dimension. The fill materials should be free of vegetation and debris. Flexible base or soil fill material should be compacted to a minimum density of 95 percent of maximum dry density as determined by ASTM D 698, Standard Proctor. Graded stone should be compacted to a minimum of 70 percent relative density per ASTM D 4253 and D 4254. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the CMJ ENGINEERING, INC. Kimley-Horn and Associates, Inc. CMJ Report No. 103-14-193 February 2, 2015 Page 5 contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. Trench Backfill Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill can settle and form a depression along the completed trench line. Distress to overlying structures, pavements, etc. is likely if heaving or settlement occurs. On -site soil fill material is recommended for trench backfill. Care should be taken not to use free draining granular material, to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water beneath structures, pipelines, or pavements. If a higher class bedding material is required for the pipelines, a lean concrete bedding will limit water intrusion into the trench and will not require compaction after placement. The soil backfill should be placed in approximately 4- to 6-inch loose lifts. The density and moisture content should be as recommended for fill in the previous section, Placement and Compaction, of this report. A minimum of one field density test should be taken per lift for each 150 linear feet of trench, with a minimum of 2 tests per lift. Excavation The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Trench safety and ground -water control recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. CMJ ENGINEERING, INC. Kimley-Horn and Associates, Inc. CMJ Report No. 103-14-193 February 2, 2015 Page 6 Acceptance of Imported Fill Any soil imported from off -site sources should be tested for compliance with the recommendations for the particular application and approved by the project geotechnical engineer prior to the materials being used. The owner should also require the contractor to obtain a written, notarized certification from the landowner of each proposed off -site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification should be furnished to the owner prior to proceeding to furnish soils to the site. Soil materials derived from the excavation of underground petroleum storage tanks should not be used as fill on this project. Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. Utilities Care should be taken that utility cuts are not left open for extended periods, and that the cuts are properly backfilled. Backfilling should be accomplished with properly compacted on -site soils, rather than granular materials. Trench excavations should be sloped or braced in the interest of safety. Attention is drawn to OSHA Safety and Health Standards (29 CFR 1926/1910), Subpart P, regarding trench excavations greater than 5 feet in depth. REPORT CLOSURE The locations of the borings should be considered accurate only to the degree implied by the methods used in their determination. The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals CMJ ENGINEERING, INC. Kimley-Horn and Associates, Inc. CMJ Report No. 103-14-193 February 2, 2015 Page 7 between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were not performed on soil samples collected from the borings. Visual -manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground -water conditions, this report presents data on ground -water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground -water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Kimley-Horn and Associates, Inc. for specific application to the design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. CMJ ENGINEERING, INC. Kimley-Horn and Associates, Inc. CMJ Report No. 103-14-193 February 2, 2015 Page 8 We appreciate the opportunity to perform this investigation for Phase 1 water and sewer improvements. The following plates are attached and complete this report: Plates A.1 - Plate A.2 - Plate A.3 - Plates A.4-A.5 - Respectfully submitted, CMJ ENGINEERING, INC. TEXAS FIRM REGISTRATION No. F-9177 Jame:, P. Sappington, IV, P.E. Senio • Engineer Texas No. 97402 Plan of Borings Unified Soil Classification System Key to Classification and Symbols Logs of Borings .�� UF'T6kv'‘a ,� y •' % S ! i JAMES P. SAPPING T ON, IV r 1 % 97402 .'4``; tt`t• • �/pc.Ns• t°a,_� , copies submitted: (2) Mr. Sean Mason, P.E.; Kimley-Horn and Associates, Inc. (by mail) (1) Mr. Sean Mason, P.E.; Kimley-Horn and Associates, Inc. (by e-mail) GOOGLE EARTH, 2015. IMAGERY DATE: 4/10/201 C M JBNGINEERThTG. INC. CMJ PROJECT No. 103-14-193 PLAN OF BORINGS CULTURAL DISTRICT SEWER IMPROVEMENTS: PART 4 - MONTGOMERY STREET HARLEY AVENUE TO BRYCE AVENUE FORT WORTH, TEXAS PLATE A.i Major Divisions Grp. Sym. Typical Names Laboratory Classification Criteria 0 co 0) m c 0) d) 0) (a 0 0 a) N 0) a) > a) .(7) O O N 0 z c (0 s 0) m 0) (0 0) m E a) r 0 a c a) 0 E 0) N 0 O N 0 z c as .a a) O "O E Da) � c rn(0 c id: a) E 4- 4- _c ED. 2 a) a) 0 0) (a co c O U (0 i ca 0 0 0 c (6 m 0 `m (0 E a) N .0 a) a) d z as -c 0) a as U c a) co (1) 0 (a a) 0 0 (a N a) E a Q J a) c 9- 0 17) a) c 0 c 0 a) c Well -graded gravels, gravel- GW sand mixtures, little or no fines Poorly graded gravels, gravel GP sand mixtures, little or no fines GM GC SW Silty gravels, gravel -sand -silt mixtures Clayey gravels, gravel -sand - clay mixtures Well -graded sands, gravelly sands, little or no fines Poorly graded sands; SP gravelly sands, little or no fines SM Silty sands, sand -silt mixtures SC ML CL OL Inorganic silts, micaceous or MH diatomaceous fine sandy or silty soils, elastic silts a 5 er OH Inorganic clays of high plasticity, fat clays Organic clays of medium to high plasticity, organic silts Pt Peat and other highly organic soils Clayey sands, sand -clay mixtures Inorganic silts and very fine sands, rock flour, silty or clayey fine sands, or clayey silts with slight plasticity Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, and lean clays E 0 9- a) 0 c a) 0 m "0- V) a) (1) 0) 0)(o n3c U U a) 0 L 0. eLC O o,�, O 0) as c c 0 0.0 oa)a) 00 a) m E 0) 60 50 Organic silts and organic silty 4C clays of low plasticity .,•30 0 N a 20 0 0) 2 E U C6 m 0 CO 5 o- a) N a) (a U N c z m 0 CO Do (D3o)2 C„- greater than 4: C, Dro Dio x D6o between 1 and 3 Not meeting all gradation requirements for GW Liquid and Plastic limits below "A" line or P.I. greater than 4 Liquid and Plastic limits above "A" line with P.I. greater than 7 Liquid and plastic limits plotting in hatched zone between 4 and 7 are borderline cases requiring use of dual symbols DG0 (D3o)2 C„= greater than 6: Cc- between 1 and 3 Dio D)o x D6o Not meeting all gradation requirements for SW Liquid and Plastic limits below "A" line or P.I. less than 4 Liquid and Plastic limits above "A" line with P.I. greater than 7 CL J P ML a id OL 0 10 20 30 40 50 60 Liquid Limit Plasticity Chart Liquid and plastic limits plotting between 4 and 7 are borderline cases requiring use of dual symbols CH OH ar d MH 0 80 90 100 UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES ogze ® GRAVEL 61. •®• ®•eSAND • 0o SILT CLAYEY LEAN CLAY • ® SANDY SILTY HIGHLY PLASTIC CLAY LIMESTONE SHALE . SANDSTONE CONGLOMERATE Shelby Tube Auger Split Spoon TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Descriptive Item Soft Firm Stiff Very Stiff Hard Penetrometer Reading, (tsf) 0.0 to 1.0 1.0 to 1.5 1.5 to 3.0 3.0 to 4.5 4.5+ Coarse Grained Soils (More than 50% Retained on No. 200 Sieve) Descriptive Item Relative Density Penetration Resistance (blows/foot) 0 to 4 4 to 10 10 to 30 30 to 50 Over 50 Soil Structure Calcareous Slickensided Laminated Fissured Interbedded TERMS DESCRIBING Hardness and Degree Very Soft or Plastic Soft Moderately Hard Hard Very Hard Poorly Cemented or Friable Cemented Degree of Weathering Unweathered Slightly Weathered Weathered Extremely Weathered Very Loose Loose Medium Dense Dense Very Dense 0 to 20% 20 to 40% 40 to 70% 70 to 90% 90 to 100% Rock Core Cone Pen Contains appreciable deposits of calcium carbonate; generally nodular Having inclined planes of weakness that are slick and glossy in appearance Composed of thin layers of varying color or texture Containing cracks, sometimes filled with fine sand or silt Composed of alternate layers of different soil types, usually in approximately equal proportions PHYSICAL PROPERTIES OF ROCK No Recovery of Cementation Can be remolded in hand; corresponds in consistency up to very stiff in soils Can be scratched with fingernail Can be scratched easily with knife; cannot be scratched with fingernail Difficult to scratch with knife Cannot be scratched with knife Easily crumbled Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. and iron oxide are common cementing materials. Rock in its natural state before being exposed to atmospheric agents Noted predominantly by color change with no disintegrated zones Complete color change with zones of slightly decomposed rock Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Project No. 103-14-193 Location Boring No. B-1 See Plate A.1 Completion Completion Depth 40.0' Date 1-13-15 Surface Elevation —20- -25- 30 jf —35— k X - - CMJ ENGINEERING INC. - Project Cultural District Sewer Improvements - Part 4 Montgomery Street - Harley Ave. to Bryce Ave. - Fort Worth, Texas Water Observations Dry during drilling; dry at completion Type B-53, w/ CFA Stratum Description ASPHALT, 2.25 inches thick CONCRETE, 7 inches thick \TCLAY, darbrown, w/ occasional sand, stiff (possible fill) CLAY, brown, w/ calcareous nodules and occasional limestone fragments, stiff to very stiff CLAY, light reddish brown, w/ calcareous nodules and occasional limestone fragments, very stiff to hard -w/ gravel seams below 12' SAND tan, w/ gravel and clay seams, medium dense to dense SILTY SANDY CLAY, light brown and light gray, very stiff SAND, tan, w/ gravel, dense I I LIMESTONE, gray, very hard I r.40 I 1 a c9 ai 0 o w 0 o' O .0 0 C[ o ;vi Cl_ 2.75 2.75 3.0 4.0 4.25 86 4.5+ 0 aE J J 56 4.5+ 87 52 4.0 40 33 26 3.25 33 I I it 00/0.25' j 19 37 17 35 0 � C N C o O U 19 22 25 22 22 22 24 cLL V N N U .•�ca a c Qv U E c__j J0cL 98 5100 18 112 6830 7 19 5 Z I O m U_ 0 8 LOG OF BORING NO. B-1 PLATE A.4 a 0 a U a m a, of 0 Project No. 103-14-193 Location BoringB No. Project -2 See Plate A.1 Completion Completion Depth 40 0' Date 1-13-15 Surface Elevation —20— CMJ ENGINEERING INC. - Cultural District Sewer Improvements - Part 4 Montgomery Street - Harley Ave. to Bryce Ave. - Fort Worth, Texas Water Observations Seepage at 32' during drilling; water at 24' at completion Type B-53, w/ CFA Stratum Description ASPHALT, 3.5 inches thick 1CONCRETE, 9.5 inches thick SILTY CLAY, light reddish brown, w/ limestone fragments, stiff to hard -w/ calcareous nodules below 2' GRAVEL, poorly graded, w/ occasional clay seams SANDY SILTY CLAY, light reddish brown and light gray, w/ calcareous nodules, stiff to very stiff LIMESTONE, gray, very hard LOG OF BORING NO. 0 o '0"LL. 6 CV_ �a Z a §u y(n ro C m U o 3�u. 0> 0- n= nN �c a° coiE� W u' O N V! c6 .� 1 ,a' E M E M 'O 0 0 C _p c o o' CZ ; mo_I- o_cnl-,111 a_, a c c> :_1 DUa. 4.5+ i I 12 4.5+ 15 3.0 16 3.0 14 123 3.0 53 29 151 14 12 4.5+ 2.0 3.5 2.0 100/0.4" 100/0.5" 5' 12 13 1 2 79 36 161 20 20 1 1 20 32501 B-2 PLATE A.5 GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 — MONTGOMERY ST. City Project No. 01468 March 13, 2015 Mr. Sean Mason, P.E. Kimley Horn and Associates 801 Cherry Street, Unit 11, Suite 950 Fort Worth, Texas 76102 RE: Limited Phase II Investigation City of Fort Worth Cultural District/Will Rogers Area Water and Sanitary Sewer Improvements Montgomery Street between Dexter Avenue and Byers Avenue, Fort Worth, Texas W&M Project No. 823.028 Dear Mr. Mason: W&M Environmental Group, LLC (W&M) conducted a Limited Phase II investigation on February 10, 2015, on behalf of Kimley-Horn and Associates, which consisted of soil sampling in and along Montgomery Street, between Dexter Avenue and Byers Avenue in Fort Worth, Texas (Site). The purpose of the limited investigation was to sample soils that are planned to be disturbed as part of the water and sanitary sewer improvements in the Fort Worth Cultural District/Will Rogers area. The Site location is presented on Figure 1. Sampling locations are presented on Figure 2. SOIL INVESTIGATION On February 10, 2015, W&M advanced four soil borings to depths of approximately 40 feet below ground surface (bgs) using a rotary rig with 6.25-inch flight augers. The purpose of the investigation was to assess potential environmental impacts to the Site from properties adjoining the planned water and sanitary sewer improvements associated with the Cultural District/Will Rogers Area. A photographic log of investigation activities is presented in Attachment A. Subsurface Soil Investigation Four soil borings (SB-6 through SR-9) were advanced on the east side of Montgomery Street (northbound lanes) between Dexter Avenue and Byers Avenue. Soil beneath the Site consisted of clay with varying amounts of silt and sand with an occasional layer of silt or fine to medium sand in some borings. The clay soils were underlain by weathered limestone. In three of the four borings, competent bedrock was encountered at depths between 33 and 38 feet below ground surface (bgs). Bedrock was not encountered in the fourth boring to its termination depth of 40 feet bgs. The soil was continuously field screened for staining, odors, and volatile compounds with a photoionization detector (PID). No significant PID readings (>5 parts per million) were detected in any of the soil borings. Additionally, no olfactory observations indicating the presence of contamination were noted. PID values from each sampling interval are included in the soil boring logs provided in Attachment B. AUSTIN FORT WORTH HOUSTON SAN ANTONIO PLANO www.wh-m.com Kimley Horn and Associates March 13, 2015 Page 2 Soil samples were generally collected from soil that exhibited the highest PID values in each of the borings. Soil samples were placed in laboratory -supplied glass jars and immediately stored on ice. The soil samples were delivered to Xenco Laboratories (Xenco) in Dallas, Texas, for laboratory analysis including volatile organic compounds (VOCs) by EPA Method 8260B and total petroleum hydrocarbons (TPH) by Texas Method 1005. Investigation -derived waste (IDW) consisting of soil cuttings generated during the drilling activity was containerized in 55-gallon steel drums. The drums were staged at the end of Bryce Avenue pending disposal, as indicated on Figure 2. Sample Analysis and Results Analytical results for the soil samples are summarized in Table 1. A copy of the laboratory analytical data package is presented in Attachment C. Sample results were compared to the Texas Risk Reduction Program (TRRP) protective concentration levels (PCLs) for residential surface and subsurface soil protective of Class 1 and 2 groundwater for a 0.5- acre source area (GWSoili g) and the surface soil PCL for combined soil ingestion, dermal contract, inhalation of volatiles and particulates, and for ingestion of aboveground and below -ground vegetables (Tot S O1Icomb) • No chemicals of concern (COCs) were identified above the sample detection limits (SDLs) in the soil samples collected from soil borings SB-6 through SB-8. The soil sample collected from soil boring SB-9 had detections of benzene and toluene above SDLs; however, the concentrations of these constituents were below the applicable PCLs. These COCs indicate a historic petroleum release, which is common around former filling stations and pipelines. TPH constituents were not detected in any of the samples submitted for analyses. CONCLUSIONS Review of analytical results for soil samples collected at the Site did not indicate concentrations of TPH or VOC constituents above the SDLs or PCLs in soil borings SB-6 through SB-9. However, the soil samples collected from soil borings SB-6 through SB-8 were most likely from above the groundwater table. Based on the depth of the detection of COCs in this investigation, as well as other investigations in the area, it appears that petroleum constituents are migrating via groundwater in the area. Based on the results of other subsurface investigations completed in the Site area, concentrations of COCs may be present at depths greater than 24 feet; therefore soils below 24 feet should be managed as potentially impacted by historic petroleum releases. Soils with petroleum impacts including odors will need special handling. Additionally, if workers enter a trench, W&M recommends implementing the City's Permit Required Confined Space Entry program which may require continuous airspace monitoring. The source area of the impacts has not been identified; therefore, the maximum concentrations anticipated to be encountered cannot be determined from the available data. This report was prepared for the sole use of Kimley-Horn and Associates and the City of Fort Worth and shall not be relied upon by any other party without the express prior written consent of Kimley-Horn and Associates, the City of Fort Worth, and W&M. This document was developed by employing generally accepted methods and customary practices of the environmental profession. Kimley Horn and Associates March 13, 2015 Page 3 W&M appreciates the opportunity to be of service to you on this project. If you have any questions or need additional information, please feel free to contact us at 817-402-3128. Very truly yours, W&M ENVIRONMENTAL GROUP, LLC Paul S. Rodusky, Senior Consultan i.c ene L. M President Source: USGS Topographic Map; Fort Worth, Benbrook, Lake Worth, and Haltom City Quadrangles (1982) 0 1,000 2,000 SCALE: 1:24,000 (1"=2,000') 3/11/2015 I W&M Project No.: 823.028 I Drawn by: JPM I Checked by: NC I Revised: 4,000 Feet Figure 1 Site Location Map Water & Sanitary Sewer Improvements Montgomery Street (Dexter & Byers) Fort Worth, Texas Legend Soil Boring • Drum Source: Google Earth (10/2014) 0 50 100 SCALE: 1 "=100' 3/11/2015 I W&M Project No.: 823.028 I Drawn by: JPM I Checked by: NC I Revised: 200 'Feet Figure 2 Sample Location Map Water & Sanitary Sewer Improvements Montgomery Street (Dexter & Byers) Fort Worth, Texas PHOTOGRAPHIC LOG ATTACHMENT A Photo 1: Facing southwest near the intersection of Montgomery Street and Dexter Avenue while SB-6 is being advanced in the north- bound lane of Montgomery Street. Photo 2: Facing southwest while SB-7 is being advanced in the north- bound lane of Montgomery Street, approximately 50 feet north of the intersection of Montgomery Street and Bryce Avenue. Attachment A Photographic Log Water & Sanitary Sewer Improvements Montgomery Street (Dexter & Byers) Fort Worth, Texas 3/04/2015 Limited Phase II W&M Project No. 823.028 Photo 3: Facing northeast at the southern bound of this investigation, at the intersection of Montgomery Street and Byers Avenue, while SB- 8 is advanced in the northbound lane of Montgomery Street. Photo 4: Facing northeast while SB-9 is being cleared for under- ground utilities using a hand auger, approximately 75 feet south of the intersection of Montgomery Street and Bryce Avenue. Attachment A Photographic Log Water & Sanitary Sewer Improvements Montgomery Street (Dexter & Byers) Fort Worth, Texas 3/04/2015 Limited Phase II W&M Project No. 823.028 Photo 5: Facing southeast on a vacant lot located on the southside of the termination of Bryce Avenue, one long block east of its intersec- tion with Montgomery Street as the first IDW drums are offloaded. Photo 6: The IDW staging area. The view is to the southeast on a va- cant lot located on the southside of the termination of Bryce Avenue, one long block east of its intersection with Montgomery Street Attachment A Photographic Log Water & Sanitary Sewer Improvements Montgomery Street (Dexter & Byers) Fort Worth, Texas 3/04/2015 Limited Phase II W&M Project No. 823.028 SOIL BORING LOGS ATTACHMENT B .I�► IIDI ,W&M Environmental Group, LLC �. a, �..f.xwww.wh-m.com CLIENT Kimley-Horn PROJECT NUMBER 823.028 DATE STARTED 2/10/15 COMPLETED 2/10/15 DRILLING CONTRACTOR Sunbelt Industrial Services DRILLING METHOD Rotary Rig with 6.25" Flight Augers LOGGED BY N. Cramer NOTES -- LAT 32.740555° }}w H Fcl- w 0 I a.w wm 0 a O w dD W. <J 0 Q Z D (9 CO 0 5 10 15 20 to "- 0 w • - d - 25 SB-6 w 20-25' �- - �e 0 0 N • 30 03 0 o• - - SP O- - m 35 35.0 w � 1 � - m 38.0 _ If_ firi 40 , I 40.0 CL CL CL r, j 15.0 CHECKED BY P. Rodusky LON-97.370029° BORING NUMBER SB-6 PAGE 1 OF 1 PROJECT NAME Montgomery Street Part 4 PROJECT LOCATION Montgomery Street, Fort Worth, Texas GROUND ELEVATION -- GROUND WATER LEVELS: AT TIME OF DRILLING -- AT END OF DRILLING -- AFTER DRILLING -- MATERIAL DESCRIPTION Clay, dark yellowish brown, little silt, moderately plastic, hard, dry. HOLE SIZE 6.25" Clay, dark yellowish brown, little silt, moderately plastic, hard, dry. Clay, yellowish brown, little silt with trace fine gravel, moderately plastic, hard, dry. 20.0 Clay, yellowish brown, little fine to medium sand and silt with trace fine gravel, moderately plastic, firm, dry. Clay, yellowish brown, little fine to medium sand and silt with trace fine gravel, moderately plastic, firm, dry. 25.0 30.0 z w Clay, yellowish brown, little fine gravel with little fine to medium sand and silt, moderately plastic, firm, dry. Fine to medium sand, dark yellowish brown, trace medium gravel, non -plastic, loose, dry. Weathered limestone bedrock. Limestone bedrock. 0.3 0.3 0.2 0.1 0.3 0.1 0.0 0.2 Bottom of hole at 40.0 feet. (Auger Refusal) W&M Environmental Group, LLC ..v- � www.wh-m.com CLIENT Kimley-Horn PROJECT NUMBER 823.028 DATE STARTED 2/10/15 COMPLETED 2/10/15 DRILLING CONTRACTOR Sunbelt Industrial Services DRILLING METHOD Rotary Rig with 6.25" Flight Augers LOGGED BY N. Cramer NOTES -- LAT 32.739916° 2 a ,r- W 0 5 10 15 SB-7 10-15' 20 CL CL- ML CL 2» 5.0 20.0 �_ - o SP 0- - w a 25 25.0 w SP 0 N • 30 30.0 0 o- - CL o- ° 35 %j; 35.0 CL CHECKED BY P. Roduskv LON-97.370030° BORING NUMBER SB-7 PAGE 1 OF 1 PROJECT NAME Montgomery Street Part 4 PROJECT LOCATION Montgomery Street, Fort Worth, Texas GROUND ELEVATION -- HOLE SIZE 6.25" GROUND WATER LEVELS: AT TIME OF DRILLING 30 feet below ground surface AT END OF DRILLING -- AFTER DRILLING -- MATERIAL DESCRIPTION Clay, dark yellowish brown, some silt, moderately plastic, hard, dry. Clay, dark yellowish brown, some silt, moderately plastic, hard, dry. Silt, dark yellowish brown, some clay, moderately plastic, friable, dry. Clay, yellowish brown, little silt, moderately plastic, soft, dry. Medium sand, yellowish brown, non -plastic, loose, dry. Medium sand, yellowish brown, little clay, slightly plastic, friable, dry. Clay, yellowish brown, little sand, moderately plastic, soft, wet. Clay, yellowish brown, little sand, moderately plastic, soft, wet with some limestone gravel at depth. E 0. Q 0 0 0.2 0.2 0.2 0.1 0.1 0.1 0.0 40 %!/,40.0 Bottom of hole at 40.0 feet. (Auger Refusal) 0.1 ir1 IVW&M Environmental Group, LLC �:—_Iwww.wh-m.com CLIENT Kimley-Horn PROJECT NUMBER 823.028 BORING NUMBER SB-8 PAGE 1 OF 1 PROJECT NAME Montgomery Street Part 4 PROJECT LOCATION Montgomery Street, Fort Worth, Texas DATE STARTED 2/10/15 COMPLETED 2/10/15 GROUND ELEVATION -- HOLE SIZE 6.25" DRILLING CONTRACTOR Sunbelt Industrial Services GROUND WATER LEVELS: DRILLING METHOD Rotary Rio with 6.25" Flight Augers AT TIME OF DRILLING 20 feet below ground surface LOGGED BY N. Cramer CHECKED BY P. Roduskv AT END OF DRILLING -- NOTES -- AFTER DRILLING -- LAT 32.738790° LON-97.370029° w a. _ }� ., U F W 20 W$a a. a> <O Qz D 0 CO 0 5 15 SP 20 17. _ o CL 25 CL %% - 30 U' o- z MATERIAL DESCRIPTION Clay, dark yellowish brown, little silt and sand, trace fine to medium gravel, moderately plastic, firm, dry. 15.0 Clay, yellowish brown, little silt and sand, trace fine to medium gravel, moderately plastic, friable, dry. Medium sand, yellowish brown, little silt and clay, non -plastic, loose, dry. 20.0 /!i- Clay, light yellowish brown, little sand and trace fine to medium gravel, moderately plastic, soft, wet. i • 25.0 30.0 33.0 1 35.0 Clay, light yellowish brown, little sand and trace fine to medium gravel, moderately plastic, soft, wet. Weathered limestone. Limestone bedrock. Bottom of hole at 30.0 feet. (Auger Refusal) n a 0 0 0.3 0.2 0.0 0.0 0.2 0.1 MWW&M Environmental Group, LLC m,—rwww.wh-m.com BORING NUMBER SB-9 PAGE 1 OF 1 I CLIENT Kimlev-Horn PROJECT NAME Montgomery Street Part 4 PROJECT NUMBER 823.028 PROJECT LOCATION Montgomery Street. Fort Worth. Texas DATE STARTED 2/10/15 COMPLETED 2/10/15 GROUND ELEVATION -- HOLE SIZE 6.25" DRILLING CONTRACTOR Sunbelt Industrial Services GROUND WATER LEVELS: DRILLING METHOD Rotary Rig with 6.25" Flight Augers AT TIME OF DRILLING 30 feet below around surface LOGGED BY N. Cramer CHECKED BY P. Roduskv AT END OF DRILLING NOTES -- AFTER DRILLING -- LAT 32.739571° LON-97.370042° 2 ov CH 5 10 15 20 40 SB-9 35-40' MATERIAL DESCRIPTION Clay, dark yellowish brown, some silt, highly plastic, soft, dry. 5.0 Clay, dark yellowish brown, some silt, little sand, moderately plastic, medium hard, dry. SC �j 10.0 � Clay, dark yellowish brown, some silt, trace sand, highly plastic, moderately hard, dry. CH 15.0 CH Clay, dark yellowish brown, some silt, trace sand, highly plastic, moderately hard, dry. , 0.0 Clay, dark yellowish brown, some sand and fine to medium gravel, highly plastic, medium hard, dry. ;i SC Clay, dark yellowish brown, some sand and fine to medium gravel, highly plastic, medium hard, dry. Clay, light yellowish brown, some medium to coarse sand and fine to medium gravel, highly plastic, medium hard, wet. Weathered limestone. Limestone bedrock. Bottom of hole at 40.0 feet. (Auger Refusal) E 0. 0 0 a 0.0 0.1 0.0 0.2 0.1 0.1 0.5 1.0 LABORATORY ANALYTICAL DATA REPORTS ATTACHMENT C Analytical Report 502212 for W&M Environmental -Ft. Worth Project Manager: Paul Rodusky 823.028 823.028 18-FEB-15 Collected By: Client XENCO Laboratories 9701 Harry Hines Blvd, Dallas, TX 75220 Xenco-Houston (EPA Lab code: TX00122): Texas (T104704215-14-18), Arizona (AZ0765), Florida (E871002), Louisiana (03054) New Jersey (TX007), North Carolina(681), Oklahoma (9218), Pennsylvania (68-03610) Xenco-Atlanta (EPA Lab Code: GA00046): Florida (E87429), North Carolina (483), South Carolina (98015), Kentucky (85), DoD (L10-135) Texas (T104704477), Louisiana (04176), USDA (P330-07-00105) Xenco-Lakeland: Florida (E84098) Xenco-Odessa (EPA Lab code: TX00158): Texas (T104704400-TX) Xenco-Dallas (EPA Lab code: TX01468): Texas (T104704295-TX) Xenco Phoenix (EPA Lab Code: AZ00901): Arizona(AZ0757) Xenco-Phoenix Mobile (EPA Lab code: AZ00901): Arizona (AZM757) Xenco Tucson (EPA Lab code:AZ000989): Arizona (AZ0758) Page 1 of 42 Final 1.000 XENco. Laboratories Table of Contents Cover. Page; Cover Letter Sample ID C eren Certificate of Analysis (Detailed Report Holding Explanation of Qualifiers (Flags Analytical Lo Surrogate Recoveries QC Blank Spike Recoveries Matrix Spike - Matrix Spike Duplicate Recoveries ' Method Duplicate TNRCC check list report Chain of Custody Sample Receipt Conformance Report 3 4 5 23 24 27 29 32 36 37 41= 42 Page 2 of 42 Final 1.000 XENCO Laboratories 18-FEB-15 Project Manager: Paul Rodusky W&M Environmental -Ft. Worth 6825 Mahattan Blvd Ste 125 Fort Worth, TX 76120 Reference: XENCO Report No(s): 502212 823.028 Project Address: Fort Worth, TX Paul Rodusky : We are reporting to you the results of the analyses performed on the samples received under the project name referenced above and identified with the XENCO Report Number(s) 502212. All results being reported under this Report Number apply to the samples analyzed and properly identified with a Laboratory ID number. Subcontracted analyses are identified in this report with either the NELAC certification number of the subcontract lab in the analyst ID field, or the complete subcontracted report attached to this report. Unless otherwise noted in a Case Narrative, all data reported in this Analytical Report are in compliance with NELAC standards. The uncertainty of measurement associated with the results of analysis reported is available upon request. Should insufficient sample be provided to the laboratory to meet the method and NELAC Matrix Duplicate and Matrix Spike requirements, then the data will be analyzed, evaluated and reported using all other available quality control measures. The validity and integrity of this report will remain intact as long as it is accompanied by this letter and reproduced in full, unless written approval is granted by XENCO Laboratories. This report will be filed for at least 5 years in our archives after which time it will be destroyed without further notice, unless otherwise arranged with you. The samples received, and described as recorded in Report No. 502212 will be filed for 60 days, and after that time they will be properly disposed without further notice, unless otherwise arranged with you. We reserve the right to return to you any unused samples, extracts or solutions related to them if we consider so necessary (e.g., samples identified as hazardous waste, sample sizes exceeding analytical standard practices, controlled substances under regulated protocols, etc). We thank you for selecting XENCO Laboratories to serve your analytical needs. If you have any questions concerning this report, please feel free to contact us at any time. lexcAku_sib Monica Tobar Project Manager Recipient of the Prestigious Small Business Administration Award of Excellence in 1994. Certified and approved by numerous States and Agencies. A Small Business and Minority Status Company that delivers SERVICE and QUALITY Houston - Dallas - Odessa - San Antonio - Tampa - Lakeland - Atlanta - Phoenix - Oklahoma - Latin America Page 3 of 42 Final 1.000 XENCO laboratories. Sample Cross Reference 502212 Sample Id SB-6 20-25' SB-7 10-15' SB-8 5-10' SB-9 35-40' W&M Environmental -Ft. Worth, Fort Worth, TX 823.028 Matrix Date Collected Sample Depth Lab Sample Id S 02-10-15 09:15 20 - 25 ft 502212-001 S 02-10-15 10:45 20 - 25 ft 502212-002 S 02-10-15 13:10 20 - 25 ft 502212-003 S 02-10-15 14:30 20 - 25 ft 502212-004 Page 4 of 42 Final 1.000 XENCO Laboratories Sample Id: SB-6 20-25' Lab Sample Id: 502212-001 Certificate of Analytical Results 502212 W&M Environmental -Ft. Worth, Fort Worth, TX 823.028 Matrix: Solid Sample Depth: 20 - 25 ft Date Collected: 02.10.15 09.15 Date Received: 02.11.15 13.20 Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: MAA % Moist: 13.04 Tech: MAA Seq Number: 961685 Date Prep: 02.12.15 09.30 Prep seq: 688433 CAS Analysis DiI Factor Parameter Number Result MQL SDL Units Date Flag C6-C12 Gasoline Range Hydrocarbons PHC612 <8.08 53.8 8.08 mg/kg 02.12.15 11:30 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 <6.94 53.8 6.94 mg/kg 02.12.15 11:30 U 1 C28-C35 Oil Range Hydrocarbons PHCG2835 <6.94 53.8 6.94 mg/kg 02.12.15 11:30 U 1 Total TPH 1005 PHC635 <6.94 6.94 mg/kg 02.12.15 11:30 U Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 113 70 - 130 1-Chlorooctane 125 70- 130 % Page 5 of 42 Final 1.000 XENCO Laboratories_ Sample Id: SB-6 20-25' Lab Sample Id: 502212-001 Certificate of Analytical Results 502212 W&M Environmental -Ft. Worth, Fort Worth, TX 823.028 Analytical Method: VOAs by SW-846 8260B Matrix: Solid Sample Depth: 20 - 25 ft Date Collected: 02.10.15 09.15 Date Received: 02.11.15 13.20 Prep Method: 5030B Analyst: JBU % Moist: 13.04 Tech: JBU Seq Number: 961805 Date Prep: 02.13.15 17.03 Prepseq: 688501 Parameter CAS Number Result MQL SDL Units Analysis Date Flag Dil Factor Benzene 71-43-2 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Bromobenzene 108-86-1 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Bromochloromethane 74-97-5 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Bromodichloromethane 75-27-4 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Bromoform 75-25-2 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Methyl bromide 74-83-9 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 tert-Butylbenzene 98-06-6 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Sec-Butylbenzene 135-98-8 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 n-Butylbenzene 104-51-8 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U I Carbon Tetrachloride 56-23-5 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Chlorobenzene 108-90-7 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Chloroethane 75-00-3 <0.00230 0.0115 0.00230 mg/kg 02.13.15 17:42 U 1 Chloroform 67-66-3 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Methyl Chloride 74-87-3 <0.00230 0.0115 0.00230 mg/kg 02.13.15 17:42 U 1 2-Chlorotoluene 95-49-8 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 4-Chlorotoluene 106-43-4 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.00101 0.00575 0.00101 mg/kg 02.13.15 17:42 U 1 Dibromochloromethane 124-48-1 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 1,2-Dibromoethane 106-93-4 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Methylene bromide 74-95-3 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 1,2-Dichlorobenzene 95-50-1 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 1,3-Dichlorobenzene 541-73-1 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 1,4-Dichlorobenzene 106-46-7 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Dichlorodifluoromethane 75-71-8 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 1,2-Dichloroethane 107-06-2 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 1,1-Dichloroethane 75-34-3 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 1,1-Dichloroethene 75-35-4 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 2,2-Dichloropropane 594-20-7 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 l,3-Dichloropropane 142-28-9 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 1,2-Dichloropropane 78-87-5 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 1,1-Dichloropropene 563-58-6 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Ethylbenzene 100-41-4 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U I Hexachlorobutadiene 87-68-3 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Isopropylbenzene 98-82-8 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Methylene Chloride 75-09-2 <0.00690 0.0115 0.00690 mg/kg 02.13.15 17:42 U 1 MTBE 1634-04-4 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Naphthalene 91-20-3 <0.00230 0.0115 0.00230 mg/kg 02.13.15 17:42 U 1 n-Propylbenzene 103-65-1 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Page 6 of 42 Final 1.000 XENCO laborotories Sample Id: SB-6 20-25' Lab Sample Id: 502212-001 Certificate of Analytical Results 502212 W&M Environmental -Ft. Worth, Fort Worth, TX 823.028 Matrix: Solid Sample Depth: 20 - 25 ft Date Collected: 02.10.15 09.15 Date Received: 02.11.15 13.20 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 13.04 Tech: JBU Seq Number: 961805 Date Prep: 02.13.15 17.03 Prep seq: 688501 Parameter CAS Number Result MQL SDL Units Analysis Date Flag Dil Factor Styrene 100-42-5 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Tetrachloroethylene 127-18-4 <0.00230 0.00575 0.00230 mg/kg 02.13.15 17:42 U 1 Toluene 108-88-3 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00115 0.00.575 0.00115 mg/kg 02.13.15 17:42 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 1,1,2-Trichloroethane 79-00-5 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 1,1,1-Trichloroethane 71-55-6 <0.00115 0.00575 0.00115 nig/kg 02.13.15 17:42 U 1 Trichloroethylene 79-01-6 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Trichlorofluoromethane 75-69-4 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 1,2,3-Trichloropropane 96-18-4 <0.000208 0.00575 0.000208 mg/kg 02.13.15 17:42 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 Vinyl Chloride 75-01-4 <0.000460 0.00230 0.000460 mg/kg 02.13.15 17:42 U 1 o-Xylene 95-47-6 <0.00115 0.00575 0.00115 mg/kg 02.13.15 17:42 U 1 m,p-Xylenes 179601-23-1 <0.00230 0.0115 0.00230 mg/kg 02.13.15 17:42 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 103 65 - 135 1,2-Dichloroethane-D4 114 73 - 131 % Toluene-D8 105 78 - 138 % 4-Bromofluorobenzene 107 81 - 135 % Page 7 of 42 Final 1.000 XENCO Laboratories_'. Sample Id: SB-710-15' Lab Sample Id: 502212-002 Certificate of Analytical Results 502212 W&M Environmental -Ft. Worth, Fort Worth, TX 823.028 Matrix: Solid Sample Depth: 20 - 25 ft Date Collected: 02.10.15 10.45 Date Received: 02.11.15 13.20 Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: LEO % Moist: 12.15 Tech: LEO Seq Number: 961685 Date Prep: 02.12.15 09.30 Prep seq: 688433 CAS Analy Parameter Number Result MQL SDL Units Dates Flag Dil Factor C6-C12 Gasoline Range Hydrocarbons PHC612 <8.44 56.3 8.44 mg/kg 02.12.15 16:00 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 <7.26 56.3 7.26 mg/kg 02.12.15 16:00 U 1 C28-C35 Oil Range Hydrocarbons PHCG2835 <7.26 56.3 7.26 mg/kg 02.12.15 16:00 U 1 Total TPH 1005 PHC635 <7.26 7.26 mg/kg 02.12.15 16:00 U Surrogate o-Terphenyl 1-Chlorooctane % Recovery 111 Limits Units Analysis Date Flag 70 - 130 % 99 70 - 130 % Page 8 of 42 Final 1.000 XENCO Laboratories Sample Id: SB-7 10-15' Lab Sample Id: 502212-002 Certificate of Analytical Results 502212 W&M Environmental -Ft. Worth, Fort Worth, TX 823.028 Analytical Method: VOAs by SW-846 8260B Analyst: JBU Seq Number: 961805 Matrix: Solid Sample Depth: 20 - 25 ft Date Collected: 02.10.15 10.45 Date Received: 02.11.15 13.20 Prep Method: 5030B % Moist: 12.15 Tech: JBU Date Prep: 02.13.15 17.03 Prep seq: 688501 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Benzene 71-43-2 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Bromobenzene 108-86-1 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Bromochloromethane 74-97-5 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Bromodichloromethane 75-27-4 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Bromoform 75-25-2 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Methyl bromide 74-83-9 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U I tert-Butylbenzene 98-06-6 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Sec-Butylbenzene 135-98-8 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 n-Butylbenzene 104-51-8 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U I Carbon Tetrachloride 56-23-5 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Chlorobenzene 108-90-7 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Chloroethane 75-00-3 <0.00228 0.0114 0.00228 mg/kg 02.13.15 17:55 U 1 Chloroform 67-66-3 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Methyl Chloride 74-87-3 <0.00228 0.0114 0.00228 mg/kg 02.13.15 17:55 U 1 2-Chlorotoluene 95-49-8 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 4-Chlorotoluene 106-43-4 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.000998 0.00569 0.000998 mg/kg 02.13.15 17:55 U I Dibromochloromethane 124-48-1 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,2-Dibromoethane 106-93-4 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Methylene bromide 74-95-3 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,2-Dichlorobenzene 95-50-1 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,3-Dichlorobenzene 541-73-1 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,4-Dichlorobenzene 106-46-7 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U I Dichlorodifluoromethane 75-71-8 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,2-Dichloroethane 107-06-2 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,1-Dichloroethane 75-34-3 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,1-Dichloroethene 75-35-4 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 2,2-Dichloropropane 594-20-7 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,3-Dichloropropane 142-28-9 <0.00I14 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,2-Dichloropropane 78-87-5 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 trans-1,3-dichloropropene 10061-02-6 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,1-Dichloropropene 563-58-6 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 cis-1,3-Dichloropropene 10061-01-5 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Ethylbenzene 100-41-4 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Hexachlorobutadiene 87-68-3 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Isopropylbenzene 98-82-8 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Methylene Chloride 75-09-2 <0.00683 0.0114 0.00683 mg/kg 02.13.15 17:55 U 1 MTBE 1634-04-4 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Naphthalene 91-20-3 <0.00228 0.0114 0.00228 mg/kg 02.13.15 17:55 U 1 n-Propylbenzene 103-65-1 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Page 9 of 42 Final 1.000 xeico Laboratories Certificate of Analytical Results 502212 W&M Environmental -Ft. Worth, Fort Worth, TX 823.028 Sample Id: SB-7 10-15' Matrix: Solid Lab Sample Id: 502212-002 Sample Depth: 20 - 25 ft Date Collected: 02.10.15 10.45 Date Received: 02.11.15 13.20 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 12.15 Tech: JBU Seq Number: 961805 Date Prep: 02.13.15 17.03 Prep seq: 688501 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Tetrachloroethylene 127-18-4 <0.00228 0.00569 0.00228 mg/kg 02.13.15 17:55 U 1 Toluene 108-88-3 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,1,2-Trichloroethane 79-00-5 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,1,1-Trichloroethane 71-55-6 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Trichloroethylene 79-01-6 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Trichlorofluoromethane 75-69-4 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,2,3-Trichloropropane 96-18-4 <0.000206 0.00569 0.000206 mg/kg 02.13.15 17:55 U 1 1,2,4-Trimethylbenzene 95-63-6 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 Vinyl Chloride 75-01-4 <0.000455 0.00228 0.000455 mg/kg 02.13.15 17:55 U 1 o-Xylene 95-47-6 <0.00114 0.00569 0.00114 mg/kg 02.13.15 17:55 U 1 m,p-Xylenes 179601-23-1 <0.00228 0.0114 0.00228 mg/kg 02.13.15 17:55 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 96 65 - 135 1,2-Dichloroethane-D4 108 73 - 131 % Toluene-D8 107 78 - 138 % 4-Bromofluorobenzene 109 81 - 135 % Page 10 of 42 Final 1.000 XENCO Laboratories Sample Id: SB-8 5-10' Lab Sample Id: 502212-003 Certificate of Analytical Results 502212 W&M Environmental -Ft. Worth, Fort Worth, TX 823.028 Matrix: Solid Sample Depth: 20 - 25 ft Date Collected: 02.10.15 13.10 Date Received: 02.11.15 13.20 Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: LEO % Moist: 12.62 Tech: LEO Seq Number: 961685 Date Prep: 02.12.15 09.30 Prep seq: 688433 Parameter CAS Number Result MQL SDL Units Analysis Date Flag Dil Factor C6-C12 Gasoline Range Hydrocarbons PHC612 <8.28 55.2 8.28 mg/kg 02.12.15 15:40 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 <7.12 55.2 7.12 mg/kg 02.12.15 15:40 U 1 C28-C35 Oil Range Hydrocarbons PHCG2835 <7.12 55.2 7.12 mg/kg 02.12.15 15:40 U 1 Total "IPH 1005 PHC635 <7.12 7.12 mg/kg 02.12.15 15:40 U Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 82 70- 130 % 1-Chlorooctane 78 70 - 130 Page 11 of 42 Final 1.000 XENCO Laboratories Sample Id: SB-8 5-10' Lab Sample Id: 502212-003 Certificate of Analytical Results 502212 W&M Environmental -Ft. Worth, Fort Worth, TX 823.028 Analytical Method: VOAs by SW-846 8260B Analyst: JBU Seq Number: 961805 Parameter Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Methyl bromide tert-Butylbenzene Sec-Butylbenzene n-Butylbenzene Carbon Tetrachloride Chlorobenzene Chloroethane Chloroform Methyl Chloride 2-Chlorotoluene 4-Chlorotoluene p-Cymene (p-Isopropyltoluene) 1,2-Dibromo-3-Chloropropane Dibromochloromethane 1,2-Dibromoethane Methylene bromide 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Dichlorodifluoromethane 1,2-Dichloroethane 1,1-Dichloroethane trans- 1,2-dichloroethylene cis-1,2-Dichloroethylene 1,1-Dichloroethene 2,2-Dichloropropane 1,3-Dichloropropane 1,2-Dichloropropane trans-1,3-dichloropropene 1,1-Dichloropropene cis-1,3-Dichloropropene Ethylbenzene Hexachlorobutadiene Isopropylbenzene Methylene Chloride MTBE Naphthalene n-Propylbenzene CAS Number 71-43-2 108-86-1 74-97-5 75-27-4 75-25-2 74-83-9 98-06-6 135-98-8 104-51-8 56-23-5 108-90-7 75-00-3 67-66-3 74-87-3 95-49-8 106-43-4 99-87-6 96-12-8 124-48-1 106-93-4 74-95-3 95-50-1 541-73-1 106-46-7 75-71-8 107-06-2 75-34-3 156-60-5 156-59-2 75-35-4 594-20-7 142-28-9 78-87-5 10061-02-6 563-58-6 10061-01-5 100-41-4 87-68-3 98-82-8 75-09-2 1634-04-4 91-20-3 103-65-1 Matrix: Solid Date Collected: 02.10.15 13.10 % Moist: 12.62 Date Prep: 02.13.15 17.03 Prep seq: 688501 Result <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00229 <0.00114 <0.00229 <0.00114 <0.00114 <0.00114 <0.00100 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00114 <0.00687 <0.00114 <0.00229 <0.00114 MQL SDL 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.0114 0.00572 0.0114 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.00572 0.0114 0.00572 0.0114 0.00572 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00229 0.00114 0.00229 0.00114 0.00114 0.00114 0.00100 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00114 0.00687 0.00114 0.00229 0.00114 Sample Depth: 20 - 25 ft Date Received: 02.11.15 13.20 Prep Method: 5030B Tech: JBU Units mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg nig/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg nig/kg mg/kg mg/kg nig/kg Analysis Date 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 02.13.15 18:08 Flag Dil Factor Page 12 of 42 Final 1.000 xe1co, Laboratories Sample Id: SB-8 5-10' Lab Sample Id: 502212-003 Certificate of Analytical Results 502212 W&M Environmental -Ft. Worth, Fort Worth, TX 823.028 Analytical Method: VOAs by SW-846 8260B Matrix: Solid Sample Depth: 20 - 25 ft Date Collected: 02.10.15 13.10 Date Received: 02.11.15 13.20 Prep Method: 5030B Analyst: JBU % Moist: 12.62 Tech: JBU Seq Number: 961805 Date Prep: 02.13.15 17.03 Prep seq: 688501 Parameter CAS Number Styrene 100-42-5 1,1,1,2-Tetrachloroethane 630-20-6 1,1,2,2-Tetrachloroethane 79-34-5 Tetrachloroethylene 127-18-4 Toluene 108-88-3 1,2,3-Trichlorobenzene 87-61-6 I,2,4-Trichlorobenzene 120-82-1 1,1,2-Trichloroethane 79-00-5 1,1,1-Trichloroethane 71-55-6 Trichloroethylene 79-01-6 Trichlorofluoromethane 75-69-4 1,2,3-Trichloropropane 96-18-4 1,2,4-Trimethylbenzene 95-63-6 1,3,5-Trimethylbenzene 108-67-8 Vinyl Chloride 75-01-4 o-Xylene 95-47-6 m,p-Xylenes 179601-23-1 Result MQL SDL Units Analysis Date Flag Dil Factor <0.00114 0.00572 0.00114 mg/kg 02.13.15 18:08 U 1 <0.00114 0.00572 0.00114 mg/kg 02.13.15 18:08 U 1 <0.00114 0.00572 0.00114 mg/kg 02.13.1518:08 U 1 <0.00229 0.00572 0.00229 mg/kg 02.13.15 18:08 U 1 <0.00114 0.00572 0.00114 mg/kg 02.13.15 18:08 U 1 <0.00114 0.00572 0.00114 mg/kg 02.13.1518:08 U 1 <0.00114 0.00572 0.00114 mg/kg 02.13.15 18:08 U 1 <0.00114 0.00572 0.00114 mg/kg 02.13.15 18:08 U 1 <0.00114 0.00572 0.00114 mg/kg 02.13.15 18:08 U 1 <0.00114 0.00572 0.00114 mg/kg 02.13.1518:08 U 1 <0.00114 0.00572 0.00114 mg/kg 02.13.15 18:08 U 1 <0.000207 0.00572 0.000207 mg/kg 02.13.15 18:08 U 1 <0.00114 0.00572 0.00114 mg/kg 02.13.1518:08 U 1 <0.00114 0.00572 0.00114 mg/kg 02.13.1518:08 U 1 <0.000458 0.00229 0.000458 mg/kg 02.13.15 18:08 U 1 <0.00114 0.00572 0.00114 mg/kg 02.13.1518:08 U 1 <0.00229 0.0114 0.00229 mg/kg 02.13.15 18:08 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 101 65 - 135 % 1,2-Dichloroethane-D4 115 73 - 131 % Toluene-D8 109 78 - 138 % 4 Bromofluorobenzene 114 81 - 135 % Page 13 of 42 Final 1.000 XENCO Leboretories Sample Id: SB-9 35-40' Lab Sample Id: 502212-004 Analytical Method: TPH by Texas 1005 Certificate of Analytical Results 502212 W&M Environmental -Ft. Worth, Fort Worth, TX 823.028 Matrix: Solid Sample Depth: 20 - 25 ft Date Collected: 02.10.15 14.30 Date Received: 02.11.15 13.20 Prep Method: 1005 Analyst: MAA % Moist: 13.25 Tech: MAA Seq Number: 961685 Date Prep: 02.12.15 09.30 Prep seq: 688433 CAS Parameter Number Result MQL SDL Units Analysis Date Flag Dil Factor C6-C12 Gasoline Range Hydrocarbons PHC612 <8.65 57.6 8.65 mg/kg 02.12.15 14:42 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 <7.44 57.6 7.44 mg/kg 02.12.15 14:42 U 1 C28-C35 Oil Range Hydrocarbons PHCG2835 <7.44 57.6 7.44 mg/kg 02.12.15 14:42 U 1 Total TPH 1005 PHC635 <7.44 7.44 mg/kg 02.12.15 14:42 U Surrogate % Recovery Limits Units Analysis Date Flag o-Tetphenyl 104 70 - 130 % 1-Chlorooctane 96 70 - 130 % Page 14 of 42 Final 1.000 XENCO Laboratories Sample Id: SB-9 35-40' Lab Sample Id: 502212-004 Certificate of Analytical Results 502212 W&M Environmental -Ft. Worth, Fort Worth, TX 823.028 Matrix: Solid Sample Depth: 20 - 25 ft Date Collected: 02.10.15 14.30 Date Received: 02.11.15 13.20 Analytical Method: VOAs by SW-846 8260B Prep Method: 5030B Analyst: JBU % Moist: 13.25 Tech: JBU Seq Number: 961805 Date Prep: 02.13.15 17.03 Prep seq: 688501 Parameter CAS Number Result 14IQL SDL Units Analysis Date Flag Dil Factor Benzene 71-43-2 0.00711 0.00576 0.00115 mg/kg 02.13.15 18:22 1 Bromobenzene 108-86-1 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 Bromochloromethane 74-97-5 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 Bromodichloromethane 75-27-4 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 Bromoform 75-25-2 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 Methyl bromide 74-83-9 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 tert-Butylbenzene 98-06-6 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 Sec-Butylbenzene 135-98-8 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U I n-Butylbenzene 104-51-8 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U I Carbon Tetrachloride 56-23-5 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 Chlorobenzene 108-90-7 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 Chloroethane 75-00-3 <0.00231 0.0115 0.00231 mg/kg 02.13.15 18:22 U 1 Chloroform 67-66-3 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 Methyl Chloride 74-87-3 <0.00231 0.0115 0.00231 mg/kg 02.13.15 18:22 U 1 2-Chlorotoluene 95-49-8 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 4-Chlorotoluene 106-43-4 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 p-Cymene (p-Isopropyltoluene) 99-87-6 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 1,2-Dibromo-3-Chloropropane 96-12-8 <0.00101 0.00576 0.00101 mg/kg 02.13.15 18:22 U 1 Dibromochloromethane 124-48-1 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 1,2-Dibromoethane 106-93-4 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 Methylene bromide 74-95-3 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 1,2-Dichlorobenzene 95-50-1 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 1,3-Dichlorobenzene 541-73-1 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 1,4-Dichlorobenzene 106-46-7 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 Dichlorodifluoromethane 75-71-8 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 1,2-Dichloroethane 107-06-2 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 1,1-Dichloroethane 75-34-3 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 trans-1,2-dichloroethylene 156-60-5 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 cis-1,2-Dichloroethylene 156-59-2 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 1,1-Dichloroethene 75-35-4 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 2,2-Dichloropropane 594-20-7 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U I 1,3-Dichloropropane 142-28-9 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U I 1,2-Dichloropropane 78-87-5 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U I trans-1,3-dichloropropene 10061-02-6 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U I I,I-Dichloropropene 563-58-6 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U I cis-1,3-Dichloropropene 10061-01-5 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 Ethylbenzene 100-41-4 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U I Hexachlorobutadiene 87-68-3 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U I Isopropylbenzene 98-82-8 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 Methylene Chloride 75-09-2 <0.00692 0.0115 0.00692 mg/kg 02.13.15 18:22 U 1 MTBE 1634-04-4 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U I Naphthalene 91-20-3 <0.00231 0.0115 0.00231 mg/kg 02.13.15 18:22 U 1 n-Propylbenzene 103-65-1 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U I Page 15 of 42 Final 1.000 xwco �aboi otories.: Sample Id: SB-9 35-40' Lab Sample Id: 502212-004 Certificate of Analytical Results 502212 W&M Environmental -Ft. Worth, Fort Worth, TX 823.028 Analytical Method: VOAs by SW-846 8260B Matrix: Solid Sample Depth: 20 - 25 ft Date Collected: 02.10.15 14.30 Date Received: 02.11.15 13.20 Prep Method: 5030B Analyst: JBU % Moist: 13.25 Tech: JBU Seq Number: 961805 Date Prep: 02.13.15 17.03 Prep seq: 688501 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag Styrene 100-42-5 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00115 0.00576 0.00115 mg/kg 02,13.1518:22 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 Tetrachloroethylene 127-18-4 <0.00231 0.00576 0.00231 mg/kg 02.13.15 18:22 U 1 Toluene 108-88-3 0.00800 0.00576 0.00115 mg/kg 02.13.15 18:22 1 1,2,3-Trichlorobenzene 87-61-6 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 1,1,2-Trichloroethane 79-00-5 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 1,1,1-Trichloroethane 71-55-6 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 Trichloroethylene 79-01-6 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 Trichlorofluoromethane 75-69-4 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U I 1.2,3-Trichloropropane 96-18-4 <0.000209 0.00576 0.000209 mg/kg 02.13.15 18:22 U I 1,2,4-Trimethylbenzene 95-63-6 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 Vinyl Chloride 75-01-4 <0.000461 0.00231 0.000461 mg/kg 02.13.15 18:22 U I o-Xylene 95-47-6 <0.00115 0.00576 0.00115 mg/kg 02.13.15 18:22 U 1 m,p-Xylenes 179601-23-1 <0.00231 0.0115 0.00231 mg/kg 02.13.15 18:22 U 1 Surrogate T Recovery Limits Units Analysis Date Flag Dibromofluoromethane 104 65 - 135 1,2-Dichloroethane-D4 122 73 - 131 % Toluene-D8 123 78 - 138 % 4-Bromofluorobenzene 155 81 - 135 % Page 16 of 42 Final 1.000 XENCO Laboratories Certificate of Analytical Results 502212 W&M Environmental -Ft. Worth, Fort Worth, TX 823.028 Sample Id: 688433-1-BLK Matrix: Solid Sample Depth: Lab Sample Id: 688433-1-BLK Date Collected: Date Received: Analytical Method: TPH by Texas1005 Prep Method: 1005 Analyst: MAA % Moist: Tech: MAA Seq Number: 961685 Date Prep: 02.12.15 09.30 Prep seq: 688433 CAS Analysis Dil Factor Parameter Number Result MQL SDL Units Date Flag C6-C12 Gasoline Range Hydrocarbons PHC612 <7.50 50.0 7.50 mg/kg 02.12.15 10:43 U 1 C12-C28 Diesel Range Hydrocarbons PHCG1028 <6.45 50.0 6.45 mg/kg 02.12.15 10:43 U 1 C28-C35 Oil Range Hydrocarbons PHCG2835 <6.45 50.0 6.45 mg/kg 02.12.15 10:43 U 1 Surrogate % Recovery Limits Units Analysis Date Flag o-Terphenyl 93 70 - 130 % 1-Chlorooctane 103 70 - 130 % Page 17 of 42 Final 1.000 XENCO Loiorotories'` Sample Id: 688501-1-BLK Lab Sample Id: 688501-1-BLK Certificate of Analytical Results 502212 W&M Environmental -Ft. Worth, Fort Worth, TX 823.028 Analytical Method: VOAs by SW-846 8260B Analyst: JBU Seq Number: 961805 Parameter Benzene Bromobenzene Bromochloromethane B romodichl oromethane Bromoform Methyl bromide tert-Butylbenzene Sec-Butylbenzene n-Butylbenzene Carbon Tetrachloride Chlorobenzene Chloroethane Chloroform Methyl Chloride 2-Chlorotoluene 4-Chlorotoluene p-Cymene (p-lsopropyltoluene) 1.2-Dibromo-3-Chloropropane Dibromochloromethane 1,2-Dibromoethane Methylene bromide 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Dichlorodi fl uoromethane 1,2-Dichloroethane 1,1-Dichloroethane trans-1,2-dichloroethylene cis-1,2-Dichloroethylene I , I -Dichloroethene 2,2-Dichloropropane 1,3-Dichloropropane 1,2-Dichloropropane trans-1, 3-dichloropropene I.I-Dichloropropene cis-1,3-Dichloropropene Ethylbenzene Hexachlorobutadiene Isopropylbenzene Methylene Chloride MTBE Naphthalene n-Propylbenzene CAS Number 71-43-2 108-86-1 74-97-5 75-27-4 75-25-2 74-83-9 98-06-6 135-98-8 104-51-8 56-23-5 108-90-7 75-00-3 67-66-3 74-87-3 95-49-8 106-43-4 99-87-6 96-12-8 124-48-1 106-93-4 74-95-3 95-50-1 541-73-1 106-46-7 75-71-8 107-06-2 75-34-3 156-60-5 156-59-2 75-35-4 594-20-7 142-28-9 78-87-5 10061-02-6 563-58-6 10061-01-5 100-41-4 87-68-3 98-82-8 75-09-2 1634-04-4 91-20-3 103-65-1 Matrix: Date Collected: Solid % Moist: Date Prep: 02.13.15 17.03 Prep seq: 688501 Result <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.000877 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00600 <0.00100 <0.00200 <0.00100 MQL 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.0100 0.00500 0.0100 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.00500 0.0100 0.00500 0.0100 0.00500 SDL 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00200 0.00100 0.00200 0.00100 0.00100 0.00100 0.000877 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00100 0.00600 0.00100 0.00200 0.00100 Sample Depth: Date Received: Prep Method: 5030B Tech: JBU Units mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg Analysis Date 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 02.13.15 13:41 Flag Dil Factor Page 18 of 42 Final 1.000 XENCO laboratories Sample Id: 688501-1-BLK Lab Sample Id: 688501-1-BLK Certificate of Analytical Results 502212 W&M Environmental -Ft. Worth, Fort Worth, TX 823.028 Analytical Method: VOAs by SW-846 8260B Analyst: JBU Seq Number: 961805 Parameter CAS Number Matrix: Solid Sample Depth: Date Collected: Date Received: Prep Method: 5030B % Moist: Tech: JBU Date Prep: 02.13.15 17.03 Prepseq: 688501 Result MQL SDL Units Analysis Date Flag Dil Factor Styrene 100-42-5 <0.00100 0.00500 0.00100 mg/kg 02.13.15 13:41 U 1 1,1,1,2-Tetrachloroethane 630-20-6 <0.00100 0.00500 0.00100 mg/kg 02.13.15 13:41 U 1 1,1,2,2-Tetrachloroethane 79-34-5 <0.00100 0.00500 0.00100 mg/kg 02.13.15 13:41 U 1 Tetrachloroethylene 127-18-4 <0.00200 0.00500 0.00200 mg/kg 02.13.15 13:41 U 1 Toluene 108-88-3 <0.00100 0.00500 0.00100 mg/kg 02.13.15 13:41 U 1 1,2,3-Trichlorobenzene 87-61-6 <0.00100 0.00500 0.00100 mg/kg 02.13.15 13:41 U 1 1,2,4-Trichlorobenzene 120-82-1 <0.00100 0.00500 0.00100 mg/kg 02.13.15 13:41 U 1 1,1,2-Trichloroethane 79-00-5 <0.00100 0.00500 0.00100 mg/kg 02.13.15 13:41 U 1 1,1,1-Trichloroethane 71-55-6 <0.00100 0.00500 0.00100 mg/kg 02.13.15 13:41 U 1 Trichloroethylene 79-01-6 <0.00100 0.00500 0.00100 mg/kg 02.13.15 13:41 U I Trichlorofluoromethane 75-69-4 <0.00100 0.00500 0.00100 mg/kg 02.13.15 13:41 U 1 1,2,3-Trichloropropane 96-18-4 <0.000181 0.00500 0.000181 mg/kg 02.13.15 13:41 U . 1 1,2,4-Trimethylbenzene 95-63-6 <0.00100 0.00500 0.00100 mg/kg 02.13.15 13:41 U 1 1,3,5-Trimethylbenzene 108-67-8 <0.00100 0.00500 0.00100 mg/kg 02.13.15 13:41 U 1 Vinyl Chloride 75-01-4 <0.000400 0.00200 0.000400 nig/kg 02.13.15 13:41 U 1 o-Xylene 95-47-6 <0.00100 0.00500 0.00100 mg/kg 02.13.15 13:41 U 1 m,p-Xylenes 179601-23-1 <0.00200 0.0100 0.00200 mg/kg 02.13.15 13:41 U 1 Surrogate % Recovery Limits Units Analysis Date Flag Dibromofluoromethane 103 65 - 135 % 1,2-Dichloroethane-D4 109 73 - 131 Toluene-D8 104 78 - 138 % 4-Bromofluorobenzene 105 81 - 135 % Page 19 of 42 Final 1.000 XENCO Laboratories'° XENCO Laboratories CHRONOLOGY OF HOLDING TIMES Analytical Method : Percent Moisture by SM2540G Work Order #: 502212 Field Sample ID SB-8 5-10' SB-6 20-25' SB-7 10-15' SB-9 35-40' Date Collected Date Received Feb. 10, 2015 Feb. 11, 2015 Feb. 10, 2015 Feb. 11, 2015 Feb. 10, 2015 Feb. 11, 2015 Feb. 10, 2015 Feb. 11, 2015 I Date Extracted Client : W&M Environmental -Ft. Worth Project ID: 823.028 Max Holding Time Extracted (Days) Time Max Time Held Date Holding Held Extracte Analyzed Time Analyzed Q d Analyzed (Days) (Days (Days) ?eb.12, 2015 1 2 ?eb.12, 2015 1 2 peb.12,2015 1 2 'eb.12, 2015 1 2 F F F F Page 20 of 42 Final 1.000 xeico Laboratories XENCO Laboratories CHRONOLOGY OF HOLDING TIMES Analytical Method : VOAs by SW-846 8260B Work Order #: 502212 Project ID: 823.028 Field Sample ID SB-8 5-10' SB-6 20-25' SB-7 10-15' SB-9 35-40' Client : W&M Environmental -Ft. Worth Max Time Max Time Date Date Date Holding Held Date Holding Held Collected Received Extracted Time Extracte Analyzed Time Analyzed Q Extracted d Analyzed (Days) (Days) (Days (Days) Feb. 10, 2015 Feb. 11, 2015 I Feb.13, 2015 14 3 P IFeb. 10, 2015 Feb. 11, 2015 I I I reb.13, 2015 14 3 P IFeb. 10, 2015 Feb. 11, 20151 I I Peb.13, 2015 14 3 P IFeb. 10, 2015 Feb. 11, 20151 I I peb.13, 2015 14 3 P Page 21 of 42 Final 1.000 Laboratories XENCO Laboratories CHRONOLOGY OF HOLDING TIMES Analytical Method : TPH by Texas1005 Work Order #: 502212 Field Sample ID SB-6 20-25' SB-8 5-10' SB-9 35-40' SB-7 10-15' Date Collected Date Received Feb. 10, 2015 Feb. 11, 2015 Feb. 10, 2015 Feb. 11, 2015 Feb. 10, 2015 Feb. 11, 2015 Feb. 10, 2015 Feb. 11, 2015 Date Extracted Feb. 12, 2015 Feb. 12, 2015 Feb. 12, 20151 Feb. 12, 20151 F = These samples were analyzed outside the recommended holding time. P = Samples analyzed within the recommended holding time. Client : W&M Environmental -Ft. Worth Project lD: 823.028 Max Holding Time Extracted (Days) 14 14 14 14 Time Held Extracte d (Days 2 2 2 2 Date Analyzed - eb.12, 2015 peb.12, 2015 peb.12, 20151 peb.12, 20151 Max Time Holding Held Time Analyzed Analyzed (Days) (Days) 14 0 14 I 0 14 J 0 14 ( 0 Page 22 of 42 Final 1.000 XENCO Laboratories Flagging Criteria X In our quality control review of the data a QC deficiency was observed and flagged as noted. MS/MSD recoveries were found to be outside of the laboratory control limits due to possible matrix /chemical interference, or a concentration of target analyte high enough to affect the recovery of the spike concentration. This condition could also affect the relative percent difference in the MS/MSD. B A target analyte or common laboratory contaminant was identified in the method blank. Its presence indicates possible field or laboratory contamination. D The sample(s) were diluted due to targets detected over the highest point of the calibration curve, or due to matrix interference. Dilution factors are included in the final results. The result is from a diluted sample. E The data exceeds the upper calibration limit; therefore, the concentration is reported as estimated. F RPD exceeded lab control limits. J The target analyte was positively identified below the quantitation limit and above the detection limit. U Analyte was not detected. L The LCS data for this analytical batch was reported below the laboratory control limits for this analyte. The department supervisor and QA Director reviewed data. The samples were either reanalyzed or flagged as estimated concentrations. H The LCS data for this analytical batch was reported above the laboratory control limits. Supporting QC Data were reviewed by the Department Supervisor and QA Director. Data were determined to be valid for reporting. K Sample analyzed outside of recommended hold time. JN A combination of the "N" and the "J" qualifier. The analysis indicates that the analyte is "tentatively identified" and the associated numerical value may not be consistent with the amount actually present in the environmental sample. ** Surrogate recovered outside laboratory control limit. BRL Below Reporting Limit. RL Reporting Limit MDL Method Detection Limit SDL Sample Detection Limit LOD Limit of Detection PQL Practical Quantitation Limit MQL Method Quantitation Limit LOQ Limit of Quantitation DL Method Detection Limit NC Non -Calculable + NELAC certification not offered for this compound. * (Next to analyte name or method description) = Outside XENCO's scope of NELAC accreditation Recipient of the Prestigious Small Business Administration Award of Excellence in 1994. Certified and approved by numerous States and Agencies. A Small Business and Minority Status Company that delivers SERVICE and QUALITY Houston - Dallas - San Antonio - Atlanta - Midland/Odessa - Tampa/Lakeland - Phoenix - Latin America 4143 Greenbriar Dr, Stafford, TX 77477 9701 Harry Hines Blvd . Dallas. TX 75220 5332 Blackberry Drive, San Antonio TX 78238 2505 North Falkenburg Rd, Tampa. FL 33619 12600 West 1-20 East, Odessa. TX 79765 6017 Financial Drive, Norcross. GA 30071 3725 E. Atlanta Ave, Phoenix, AZ 85040 Phone (281) 240-4200 (214) 902 0300 (210) 509-3334 (813) 620-2000 (432) 563-1800 (770)449-8800 (602) 437-0330 Fax (281) 240-4280 (214)351-9139 (210) 509-3335 (813) 620-2033 (432) 563-1713 (770) 449-5477 Page 23 of 42 Final 1.000 XENCO Laboratories Analytical Log Analytical Method: TPH by Texas1005 Batch #: 961685 Project Name: 823.028 Project ID: 823.028 Client Name: W&M Environmental -Ft. Worth WO Number: 502212 Client Sample Id SB-6 20-25' SB-7 10-15' SB-8 5-10' SB-9 35-40' Lab Sample Id QC Types 502212-001 SMP 502212-002 SMP 502212-003 SMP 502212-004 SMP 502212-004 S MS 502212-004 SD MSD 688433-1-BKS BKS 688433-1-BLK BLK Page 24 of 42 Final 1.000 XENCO teboratories' Analytical Log Analytical Method: Percent Moisture by SM2540G Batch #: 961691 Project Name: 823.028 Project ID: 823.028 Client Name: W&M Environmental -Ft. Worth WO Number: 502212 Client Sample Id SB-6 20-25' SB-7 10-15' SB-8 5-10' SB-9 35-40' Lab Sample Id QC Types 502212-001 SMP 502212-002 SMP 502212-003 SMP 502212-004 SMP 502106-008 D MD 961691-1-BLK BLK Page 25 of 42 Final 1.000 XENCO laboratories Analytical Log Analytical Method: VOAs by SW-846 8260B Batch #: 961805 Project Name: 823.028 Project ID: 823.028 Client Name: W&M Environmental -Ft. Worth WO Number: 502212 Client Sample Id SB-6 20-25' SB-7 10-15' SB-8 5-10' SB-9 35-40' Lab Sample Id QC Types 502212-001 SMP 502212-002 SMP 502212-003 SMP 502212-004 SMP 502129-001 S MS 502129-001 SD MSD 688501-1-BKS BKS 688501-1-BLK BLK Page 26 of 42 Final 1.000 XENCO Laboratories Form 2 - Surrogate Recoveries Project Name: 823.028 Work Orders : 502212, Lab Batch #: 961 685 Sample: 688433-1-BLK / BLK Units: mg/kg Date Analyzed: 02/12/15 10:43 TPH by Texas1005 o-Terphenyl 1-Chlorooctane Lab Batch #: 961685 Units: mg/kg Analytes Sample: 688433-1-BKS / BKS Date Analyzed: 02/12/15 11:02 TPH by Texas1005 Analytes Project ID: 823.028 Batch: 1 Matrix: Solid SURROGATE RECOVERY STUDY Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R [D] 46.3 50.0 93 70-130 103 100 103 70-130 Batch: 1 Matrix: Solid SURROGATE RECOVERY STUDY Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R [D] o-Terphenyl 44.6 50.0 89 70-130 1-Chlorooctane 101 100 101 70-130 Lab Batch #: 961685 Sample: 502212-004 S / MS Units: mg/kg Date Analyzed: 02/12/15 15:01 TPH by Texas1005 Analytes Batch: 1 Matrix: Solid SURROGATE RECOVERY STUDY Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R [D] o-Terphenyl 38.7 47.1 82 70-130 1-Chlorooctane 98.8 94.2 105 70-130 Lab Batch #: 961685 Units: mg/kg Sample: 502212-004 SD / MSD Date Analyzed: 02/12/15 15:21 Batch: 1 Matrix: Solid SURROGATE RECOVERY STUDY TPH by Texas1005 Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] o-Terphenyl 44.4 45.2 98 70-130 1-Chlorooctane 101 90.5 112 70-130 Surrogate outside of Laboratory QC limits *,r. Surrogates outside limits; data and surrogates confirmed by reanalysis Poor recoveries due to dilution Surrogate Recovery [D] = 100 ` A / B All results are based on MDL and validated for QC purposes. Page 27 of 42 Final 1.000 Form 2 - Surrogate Recoveries Project Name: 823.028 Work Orders : 502212, Lab Batch #: 961805 Sample: 688501-1-BKS / BKS Units: mg/kg Date Analyzed: 02/13/15 13:00 VOAs by SW-846 8260B Dibromofluoromethane 1,2-Dichloroethane-D4 Toluene-D8 4-Bromofluorobenzene Lab Batch #: 961805 Units: mg/kg Analytes Sample: 688501-1-BLK / BLK Date Analyzed: 02/13/15 13:41 VOAs by SW-846 8260B Dibromofluoromethane 1,2-Dichloroethane-D4 Toluene-D8 4-Bromofluorobenzene Lab Batch #: 961805 Units: mg/kg Analytes Sample: 502129-001 S / MS Date Analyzed: 02/13/15 16:02 Project ID: 823.028 Batch: 1 Matrix:Solid SURROGATE RECOVERY STUDY Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R [D] 0.0496 0.0500 99 65-135 0.0521 0.0500 104 73-131 0.0516 0.0500 103 78-138 0.0493 0.0500 99 81-135 Batch: 1 Matrix:Solid SURROGATE RECOVERY STUDY Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R [D] 0.0516 0.0500 103 65-135 0.0543 0.0500 109 73-131 0.0520 0.0500 104 78-138 0.0524 0.0500 105 81-135 Batch: 1 Matrix: Soil SURROGATE RECOVERY STUDY VOAs by SW-846 8260B Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R Analytes [D] Dibromofluoromethane 0.0504 0.0500 101 65-135 1,2-Dichloroethane-D4 0.0565 0.0500 113 73-131 Toluene-D8 0.0540 0.0500 108 78-138 4-Bromofluorobenzene 0.0511 0.0500 102 81-135 Lab Batch #: 961805 Sample: 502129-001 SD / MSD Units: mg/kg Date Analyzed: 02/13/15 16:16 VOAs by SW-846 8260B Analytes Dibromofluoromethane 1,2-Dichloroethane-D4 Toluene-D8 4-Bromofluorobenzene * Surrogate outside of Laboratory QC limits * Surrogates outside limits; data and surrogates confirmed by reanalysis ` Poor recoveries due to dilution Surrogate Recovery [D] = 100 * A / B All results are based on MDL and validated for QC purposes. Batch: 1 Matrix: Soil SURROGATE RECOVERY STUDY Amount True Control Found Amount Recovery Limits Flags [A] [B] %R %R [D] 0.0522 0.0500 104 65-135 0.0565 0.0500 113 73-131 0.0536 0.0500 107 78-138 0.0514 0.0500 103 81-135 Page 28 of 42 Final 1.000 Blank Spike Recovery Project Name: 823.028 Work Order #: 502212 Project ID: Lab Batch #: 961685 Sample: 688433-1-BKS Matrix: Solid Date Analyzed: 02/12/2015 Date Prepared: 02/12/2015 Analyst: MAA Reporting Units: mg/kg Batch #: 1 TPH by Texas1005 Analytes Blank Result [A] C6-C12 Gasoline Range Hydrocarbons <7.50 C12-C28 Diesel Range Hydrocarbons <6.45 Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit 823.028 BLANK BLANK SPIKE RECOVERY STUDY Spike Blank Blank I Control Added Spike Spike ' Limits Flags [B] Result %R %R [C] [D] 1000 767 77 75-125 1000 825 83 75-125 Page 29 of 42 Final 1.000 xco Laboratories Blank Spike Recovery Project Name: 823.028 Work Order #: 502212 Lab Batch #: 961805 Date Analyzed: 02/13/2015 Reporting Units: mg/kg VOAs by SW-846 8260B Analytes Sample: 688501-1-BKS Date Prepared: 02/13/2015 Project ID: Matrix: Solid Analyst: JBU 823.028 Batch #: 1 BLANK BLANK SPIKE RECOVERY STUDY Blank Spike Blank Blank Control Result Added Spike Spike Limits [A] [B] ! Result %R %R [C] [D] Benzene <0.00100 0.0500 0.0450 90 85-112 Bromobenzene <0.00100 0.0500 0.0493 99 79-115 1 Bromochloromethane <0.00100 0.0500 0.0481 96 80-114 Bromodichloromethane <0.00100 0.0500 0.0478 96 78-121 Bromoform <0.00100 0.0500 0.0503 101 80-120 Methyl bromide <0.00100 0.0500 0.0459 92 55-141 tert-Butylbenzene <0.00100 0.0500 0.0511 102 80-122 Sec-Butylbenzene <0.00100 0.0500 0.0537 107 80-121 n-Butylbenzene <0.00100 0.0500 0.0470 94 80-123 Carbon Tetrachloride <0.00100 0.0500 0.0468 94 d 80-116 Chlorobenzene <0.00100 0.0500 0.0475 95 80-120 Chloroethane <0.00200 0.0500 0.0457 91 71-123 Chloroform <0.00100 0.0500 0.0456 91 82-111 Methyl Chloride <0.00200 0.0500 0.0426 85 68-122 2-Chlorotoluene <0.00100 0.0500 0.0491 98 I 80-117 4-Chlorotoluene <0.00100 0.0500 0.0493 99 1 80-116 p-Cymene (p-Isopropyltoluene) <0.00100 0.0500 0.0511 102 d 80-121 1,2-Dibromo-3-Chloropropane <0.000877 0.0500 0.0483 97 74-125 Dibromochloromethane <0.00100 0.0500 0.0505 101 83-115 0.0492 98 84-116 <0.00100 0.0500 1,2-Dibromoethane Methylene bromide <0.00100 0.0500 0.0488 98 83-113 1,2-Dichlorobenzene <0.00100 0.0500 0.0490 98 80-112 1,3-Dichlorobenzene <0.00100 0.0500 0.0491 98 80-111 1,4-Dichlorobenzene <0.00100 0.0500 0.0486 97 80-110 Dichlorodifluorornethane <0.00100 0.0500 0.0454 91 74-126 1,2-Dichloroethane <0.00100 0.0500 0.0458 92 78-115 1,1-Dichloroethane <0.00100 0.0500 0.0471 94 82-112 trans-1,2-dichloroethylene <0.00100 0.0500 0.0465 93 81-114 cis-1,2-Dichloroethylene <0.00100 0.0500 0.0467 93 82-114 1,1-Dichloroethene <0.00100 0.0500 0.0484 97 82-116 2,2-Dichloropropane <0.00100 0.0500 0.0439 88 75-125 1,3-Dichloropropane <0.00100 0.0500 0.0491 98 80-120 1,2-Dichloropropane <0.00100 0.0500 0.0473 95 83-112 Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Flags Page 30 of 42 Final 1.000 XENCO Laboratories Blank Spike Recovery Project Name: 823.028 Work Order #: 502212 Lab Batch #: 961805 Date Analyzed: 02/13/2015 Reporting Units: mg/kg VOAs by SW-846 8260B Analytes trans-1,3-dichloropropene 1,1-Dichloropropene cis-1,3-Dichloropropene Ethylbenzene Hexachlorobutadiene Isopropylbenzene Methylene Chloride MTBE Naphthalene n-Propylbenzene Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethylene Toluene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzene 1,1,2-Trichloroethane 1,1,1-Trichloroethane Trichloroethylene Trichlorofluoromethane 1,2,3-Trichloropropane 1,2,4-Trimethylbenzene 1,3,5-Trimethylbenzene Vinyl Chloride o-Xylene m,p-Xylenes Blank Spike Recovery [D] = 100*[C]/[B] All results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Sample: 688501-1-BKS Date Prepared: 02/13/2015 Project ID: Matrix: Solid Analyst: JBU 823.028 Batch #: 1 BLANK BLANK SPIKE RECOVERY STUDY Blank Spike Blank Blank Result Added Spike Spike [A] [B] Result %R [C] [D] <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00600 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00200 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.00100 <0.000181 <0.00100 <0.00100 <0.000400 <0.00100 <0.00200 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.100 0.0499 0.0472 0.0484 0.0465 0.0517 0.0492 0.0440 0.0466 0.0502 0.0500 0.0496 0.0506 0.0489 0.0472 0.0474 0.0482 0.0482 0.0487 0.0460 0.0465 0.0508 0.0468 0.0541 0.0498 0.0441 0.0485 0.0926 Control Limits %R 100 80-117 94 83-116 97 79-122 93 80-115 103 80-127 98 80-119 88 66-134 93 74-118 100 68-138 100 85-122 99 80-125 101 80-111 98 77-119 94 80-122 95 80-120 96 71-137 96 78-130 97 83-113 92 83-113 93 80-113 102 79-117 94 79-120 108 80-117 100 85-120 88 j 73-132 97 80-122 93 80-115 Flags Page 31 of 42 Final 1.000 r orni - / NY. 0 Recoveries Laboratories Project Name: 823.028 Work Order # : 502212 Project ID: 823.028 Lab Batch ID: 961685 QC- Sample ID: 502212-004 S Batch #: 1 Matrix: Solid Date Analyzed: 02/12/2015 Date Prepared: 02/12/2015 Analyst: MAA Reporting Units: mg/kg MATRIX SPIKE / MATRIX SPIKE DUPLICATE RECOVERY STUDY TPH by Texas1005 Analytes C6-C12 Gasoline Range Hydrocarbons C12-C28 Diesel Range Hydrocarbons Matrix Spike Percent Recovery [D] = 100*(C-A)/B Relative Percent Difference RPD = 2001(C-F)/(C+F)J ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. Parent Spiked Sample, Spiked Duplicate Spiked Sample Spike Result Sample Spike Spiked Sample Dup. RPD Result Added [C] %R Added Result [F] %R % [A] [B] [D] [E] [G] <8.14 1090 988 91 1040 1170 <7.00 1090 1070 98 1040 Matrix Spike Duplicate Percent Recovery [G] = 100*(F-A)/E 113 980 94 Control Limits %R Control Limits Flag %RPD 17 75-125 30 9 75-125 30 Page 32 of 42 Final 1.000 Laboratories Form 3 - MS / MSD Recoveries Project Name: 823.028 Work Order # : 502212 Project ID: 823.028 Lab Batch ID: 961805 QC- Sample ID: 502129-001 S Batch #: 1 Matrix: Soil Date Analyzed: 02/13/2015 Date Prepared: 02/13/2015 Analyst: JBU Reporting Units: mg/kg VOAs by SW-846 8260B Analytes Benzene Bromobenzene Bromochloromethane Bromodichloromethane Bromoform Methyl bromide tert-Butylbenzene Sec-Butylbenzene n-Butylbenzene Carbon Tetrachloride Chlorobenzene Chloroethane Chloroform Methyl Chloride 2-Chlorotoluene 4-Chlorotoluene p-Cymene (p-Isopropyltoluene) 1,2-Dibromo-3-Chloropropane Dibromochloromethane 1,2-Dibromoethane Methylene bromide 1,2-Dichlorobenzene 1,3-Dichlorobenzene Matrix Spike Percent Recovery [D] = I00*(C-A)/B Relative Percent Difference RPD = 200*I(C-F)/(C+F)I ND = Not Detected. J = Present Below Reporting Limit. B = Present in Blank. NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative. EQL = Estimated Quantitation Limit, NC = Non Calculable - Sample amount is > 4 times the amount spiked. MATRIX SPIKE / MATRIX SPIKE DUPLICATE RECOVERY STUDY Parent Spiked Sample Spiked Duplicate Spiked Control Sample Spike Result Sample Spike Spiked Sample Dup. RPD Limits Result Added [C] %R Added Result [F] %R % %R [A] [B] [D] [E] [G] <0.00119 1 0.0597 0.0561 <0.00119 0.0597 0.0565 <0.00119 0.0597 0.0561 <0.00119 0.0597 0.0574 <0.00119 0.0597 0.0595 <0.00119 0.0597 0.0565 <0.00119 <0.00119 <0.00119 <0.00119 <0.00119 0.0597 0.0607 0.0597 0.0623 0.0597 0.0427 0.0597 0.0579 0.0597 0.0575 0.0608 0.0553 0.0589 0.0582 <0.00239 0.0597 <0.00119 0.0597 <0.00239 0.0597 <0.00119 0.0597 <0.00119 0.0597 <0.00119 0.0597 <0.00105 0.0597 - - -- -------- <0.00119 0.0597 <0.00119 0.0597 94 0.0597 0.0560 -- ---------- --------- 95 0.0597 0.0582 94 0.0597 0.0591 96 0.0597 0.0598 100 0.0597 0.0619 95 0.0597 0.0574 102 104 0.0597 0.0597 72 0.0597 97 96 102 93 99 97 0.0597 0.0597 0.0597 0.0597 0.0597 0.0597 0.0664 0.0627 0.0420 0.0597 0.0585 0.0601 0.0567 0.0573 0.0588 0.0603 101 0.0597 0.0610 0.0607 102 0.0597 T 0.0664 0.0596 100 0.0597 0.0686 0.0613 103 0.0597 0.0638 0.0606 102 0.0597 <0.00119 0.0597 0.0598 100 0.0597 <0.00119 0.0597 0.0566 95 0.0597 <0.00119 0.0597 0.0558 93 0.0597 0.0630 0.0606 0.0576 0.0578 Matrix Spike Duplicate Percent Recovery [G] = I00*(F-A)/E 94 97 99 100 104 96 111 105 70 100 98 101 95 96 98 102 111 115 107 106 102 96 97 Control Limits Flag %RPD 0 81-116 30 3 73-143 30 5 78-130 30 4 72-122 30 4 9 1 3 2 3 3 1 69-134 58-145 64-146 64-137 57-134 75-133 85-110 73-136 30 30 30 30 30 30 30 30 74-124 61-137 78-131 83-123 30 30 30 30 9 61-141 30 14 1 61-158 30 4 72-133 30 4 1 4 78-141 79-128 80-118 82-112 30 30 30 30 page'A'f it - Cin.otI 1.00n r orni - lw, / NY3n) Recoveries FX Loboratorics Project Name: 823.028 Work Order # : 502212 Project ID: 823.028 Lab Batch ID: 961805 QC- Sample ID: 502129-001 S Batch #: 1 Matrix: Soil Date Analyzed: 02/13/2015 Date Prepared: 02/13/2015 Analyst: JBU Reporting Units:ma/kg VOAs by SW-846 8260B Analytes 1,4-Dichlorobenzene Dichlorodifluoromethane 1,2-Dichloroethane I,1-Dichloroethane trans-1,2-dichloroethylene cis-1,2-Dichloroethylene 1,1-Dichloroethene 2,2-Dichloropropane 1,3-Dichloropropane 1,2-Dichloropropane trans-1,3-dichloropropene 1,1-Dichloropropene cis-1,3-Dichloropropene Ethylbenzene Hexachlorobutadiene lsopropylbenzene Methylene Chloride MTBE Naphthalene n-Propylbenzene Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Tetrachloroethylene Matrix Spike Percent Recovery ID] = 100*(C-A)/B Relative Percent Difference RPD = 2001(C-F)/(C+F)J ND = Not Detected, J = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, I = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit. NC = Non Calculable - Sample amount is > 4 times the amount spiked. Parent Sample Result [A] <0.00119 <0.00119 <0.00119 <0.00119 <0.00119 <0.00119 <0.00119 <0.00119 <0.00119 Spike Added [B] Spiked Sample', Result [C] 0.0597 0.0559 0.0597 0.0610 0.0597 0.0590 0.0597 0.0599 0.0597 0.0584 0.0597 0.0583 0.0597 0.0600 0.0597 0.0504 0.0597 0.0620 Spiked Duplicate Sample Spike Spiked Sample %R Added Result [F] [D] [E] 94 0.0597 0.0574 102 0.0597 0.0588 99 0.0597 0.0601 101 100 0.0597 0.0601 101 98 0.0597 0.0581 97 98 0.0597 0.0591 99 101 0.0597 84 0.0597 104 0.0597 <0.00119 0.0597 0.0589 99 0.0597 <0.00119 0.0597 0.0606 102 0.0597 <0.00119 0.0597 0.0601 101 0.0597 <0.00119 0.0597 0.0573 96 0.0597 <0.00119 0.0597 0.0581 97 0.0597 <0.00119 0.0597 0.0514 86 0.0597 <0.00119 0.0597 0.0610 102 <0.00716 <0.00119 <0.00239 <0.00119 <0.00119 <0.00119 <0.00119 0.0597 0.0597 0.0613 103 0.0597 0.0597 0.0597 0.0397 0.0597 0.0599 0.0597 0.0598 0.0597 0.0592 0.0597 0.0635 0.0610 102 0.0554 93 0.0631 106 0.0598 100 0.0625 105 0.0590 99 100 97 88 0.0595 0.0582 0.0525 0.0617 0.0611 0.0489 82 0.0597 <0.00239 0.0597 0.0563 66 100 100 99 106 94 0.0597 0.0597 0.0597 0.0597 0.0597 0.0597 0.0589 0.0518 0.0609 0.0608 0.0611 0.0655 0.0576 Matrix Spike Duplicate Percent Recovery [G] = 100*(F-A)/E Spiked Dup. %R [G] 96 98 103 1 102 0 99 19 87 26 102 102 102 110 96 2 2 3 3 Control RPD Limits %R 3 82-112 4 72-139 2 67-134 0 70-133 1 73-124 1 72-126 Control Limits Flag %RPD 30 30 30 30 30 30 2 70-133 30 9 79-118 30 2 70-143 30 2 80-118 30 3 70-136 30 ----- ---- - -- --------- 2 78-119 30 4 75-117 30 0 76-124 30 2 44-129 30 60-138 30 64-149 60-145 46-146 67-142 77-120 79-124 67-137 75-122 30 30 30 30 30 30 30 30 Page 34 of 42 Final 1.000 loborotories,_' Work Order # : Lab Batch ID: Date Analyzed: 502212 961805 02/13/2015 (Reporting Units: g/ Q VOA8 I) SW-846 8260B Analytes Toluene 1,2,3-Trichlorobenzene 1,2,4-Trichlorobenzenc 1,1,2-Trichloroethane 1,1,1-Trichloroethane Trichloroethylene Trichlorofluoromethane 1,2,3-Trichloropropane 1,2,4-Trimethylbenzene 1,3,5-Trimethylbenzene Vinyl Chloride o-Xylene m,p-Xylenes Matrix Spike Percent Recovery [D] = 100*(C-A)/B Relative Percent Difference RPD = 200*I(C-F)/(C+F)I ND = Not Detected, .1 = Present Below Reporting Limit, B = Present in Blank, NR = Not Requested, 1 = Interference, NA = Not Applicable N = See Narrative, EQL = Estimated Quantitation Limit. NC = Non Calculable - Sample amount is > 4 times the amount spiked. Form 3 - MS / MSD Recoveries Project Name: 823.028 QC- Sample ID: Date Prepared: Parent Sample Result [A] 502129-001 S Batch #: 1 02/13/2015 Analyst: JBU Project ID: 823.028 Matrix: Soil Spiked Sample Spiked Duplicate Spiked Control Spike Result Sample Spike Spiked Sample Dup. RPD Limits Added [C] %R Added Result [F] %R % %R [B] [D] [E] [G] <0.00119 0.0597 <0.00119 0.0597 <0.00119 0.0597 <0.00119 0.0597 <0.00119 0.0597 <0.00119 0.0597 <0.00119 <0.000216 <0.00119 <0.00119 <0.000477 0.0597 Control Limits %RPD 0.0605 101 0.0597 0.0609 102 1 75-131 30 0.0347 58 0.0597 0.0390 65 12 52-125 30 0.0356 60 0.0597 0.0390 65 9 58-118 30 0.0610 102 0.0597 0.0629 105 3 75-127 30 <0.00119 0.0597 0.0590 - - i <0.00239 0.119 0.115 Flag 0.0572 96 0.0597 0.0577 97 1 80-118 30 0.0564 94 0.0597 0.0568 95 1 67-132 30 0.0597 0.0680 114 0.0597 0.0665 111 2 75-129 30 0.0597 0.0594 99 0.0597 0.0618 104 4 68-137 l 30 0.0597 0.0574 96 0.0597 0.0592 99 3 62-144 30 0.0597 0.0614 103 0.0597 0.0624 105 2 79-131 30 0.0604 101 0.0597 0.0577 97 5 67-136 99 0.0597 0.0597 100 I 70-132 97 0.119 0.117 98 2 78-122 Matrix Spike Duplicate Percent Recovery [G] = 100*(F-AVE 30 r 30 30 - age zc ..f A m'=t 1.000 XENCO Laboratories' Sample Duplicate Recovery Project Name: 823.028 Work Order #: 502212 Lab Batch #: 961691 Date Analyzed: 02/12/2015 08:00 QC- Sample ID: 502106-008 D Reporting Units: Project ID: 823.028 Date Prepared: 02/12/2015 Analyst:LEO Batch #: 1 Matrix: Solid SAMPLE / SAMPLE DUPLICATE RECOVERY Percent Moisture by SM2540G Analyte Percent Moisture Spike Relative Difference RPD 200 * I (B-A)/(B+A) All Results are based on MDL and validated for QC purposes. BRL - Below Reporting Limit Parent Sample Result [A] Sample Duplicate Result [B] Control RPD Limits %RPD 5.61 5.77 3 20 Flag Page 36 of 42 Final 1.000 Attachment A Laboratory Data Package Cover Page Project Name: 823.028 Laboratory Number: 502212 This Data package consists of : Laboratory Batch No(s) 688433, 961691, 688501 This signature page, the laboratory review checklist, and the following reportable data: X• RI Field chain -of -custody documentation; IXR2 X! R3 XJ R4 Xi R5 X R6 LX:R7 RC' R8 Sample identification cross-reference; Test reports (analytical data sheets) for each environmental sample that includes: a) Items consistent with NELAC 5 b) dilution factors, c) preparation methods, d) cleanup methods, and e) if required for the project, tentatively identified compounds (TICs). Surrogate Recovery data including: a) Calculated recovery (%R), and b) The laboratory's surrogate QC limits. Test reports/summary forms for blank samples; Test reports/summary forms for laboratory control samples (LCSs) including: a) LCS spiking amounts, b) Calculated %R for each analyte, and c) The laboratory's LCS QC limits. Test reports for project matrix spike/matrix spike duplicates (MS/MSDs) including: a) Samples associated with the MS/MSD clearly identified, b) MS/MSD spiking amounts, c) Concentration of each MS/MSD analyte measured in the parent and spiked samples, d) Calculated %Rs and relative percent differences (RPDs) and e) The laboratory's MS/MSD QC limits Laboratory anaytical duplicate (if applicable) recovery and precision: a) the amount of analyte measured in the duplicate, b) the calculated RPD, and c) the laboratory's QC limits for analytical duplicates. X R9 List of method quantitation limits (MQLs) and detectability check sample results for each analyte for each method and matrix; X; R10 Other problems or anomalies. f X, Exception Report for every "No" or "Not Reviewed (NR)" item in Laboratory Review Checklist and for each analyte, matrix, and method for which the laboratory does not hold NELAC accreditation under the Texas Laboratory Accreditation Program. Release Statement: I am responsible for the release of this laboratory data package. This laboratory is NELAC accredited under the Texas Laboratory Accreditation Program for all the methods, analytes, and matrices reported in this data package except as noted in the Exception Reports. The data have been reviewed and are technically compliant with the requirements of the methods used, except where noted by the laboratory in the Exception reports. By my signature below, I affirm to the best of my knowledge all problems/anomalies, observed by the laboratory have been identified in the Laboratory Review Checklist, and no information affecting the quality of the data has been knowingly withheld. Check, if applicable: [ ] This laboratory meets an exception under 30 TAC 25.6 and was last inspection by [ ] TCEQ or [ ] on (enter date of last inspection). Any findings affecting the data in this laboratory data package are noted in the Exception Reports herein. The offical signing the cover page of the report in which these data are used is responsible for releasing this data package and is by signature affirming the above release statement is true. Monica Tobar (lVin )hcrl Project Manager 18-FEB-15 Name (Printed) Signature Official Title (printed) Date Al Page 37 of 42 Final 1.000 Attachment A (cont'd) : Laboratory Review Checklist: Reportable Data Laboratory Name: XENCO LABORATORIES LRC Date : 18-FEB-15 Project Name: 823.028 Laboratory Job Number : 502212 Reviewer Name: MOT Batch Number(s) : 688433, 961691, 688501 # 1 A 2JDescription OI !Chain -of -Custody (COC) Did samples meet the laboratory's standard conditions of sample acceptability upon receipt? Were all departures from standard conditions described in an exception report? R2 OI ample and Quality Control (QC) Identification 'Are all field sample ID numbers cross-referenced to the laboratory ID numbers? !Are all laboratory ID numbers cross-referenced to the corresponding QC data? R3 I OI lliest Reports IWere all samples prepared and analyzed within holding times? !Other than those results <MQL, were all other raw values bracketed by calibration standards? (Were calculations checked by a peer or supervisor? Were all analyte identifications checked by a peer or supervisor? Were sample detection limits reported for all analytes not detected? Were all results for soil and sediment samples reported on a dry weight basis? Were % moisture (or solids) reported for all soil and sediment samples? Were bulk soil/solid samples for volatile analysis extracted with methanol per SW846 Method 5035? If required for the project, were TICs reported? R4 0 'Surrogate Recovery Data Were surrogates added prior to extraction? Were surrogate percent recoveries in all samples within the laboratory QC limits? R5 I OI Kest Reports/Summary Forms for Blank Samples !Were appropriate type(s) of blanks analyzed? IWere blanks analyzed at the appropriate frequency ? Were method blanks taken through the entire analytical procedure, including preparation and, if applicable, cleanup procedures ? !Were Blank Concentrations <MQL? R6 OI "'Laboratory Control Samples (LCS): 'Were all COCs included in the LCS? !Was each LCS taken through the entire analytical procedure, including prep and cleanup steps? (Were LCSs analyzed at the required frequency? R1 X X X X 4 Were LCS (and LCSD, if applicable) %Rs within the laboratory QC limits? Does the detectability check sample data document the laboratory's capability to detect the COCs at the MDL used to calculate the SDLs? Was the LCSD RPD within the QC limits? R7 ! OI Matrix Spike (MS) and Matrix Spike Duplicate (MSD) data Were the project/method specified analytes included in the MS and MSD? Were MS/MSD analyzed at the appropriate frequency? Were MS (and MSD, if applicable) %Rs within the laboratory QC limits? Were MS/MSD RPDs within the laboratory QC limits? R8 I OI "'Analytical Duylicate Data Were appropriate analytical duplicates analyzed for each matrix? Were analytical duplicates analyzed at the appropriate frequency? Were RPDs or relative standard deviations within the laboratory QC limits? R9 OI Method Quantitation Limits (MQLs) Are the MQLs for each method analyte included in the laboratory data package? IDo the MQLs correspond to the concentration of the lowest non -zero calibration standard? 'Are unadjusted MQLs and DCSs included in the laboratory data package? RIO OI !!Other Problems/Anomalies Are all known problems/anomalies/special conditions noted in this LRC and ER? Is the laboratory NELAC-accredited under the Texas Laboratory Accreditation Program for the analytes, matrices and methods associated with this laboratory data package? Was applicable and available technology used to lower the SDL to minimize the matrix interference effects on the sample results? X X X Page 38 of 42 Final 1.000 A2 Attachment A (cont'd) : Laboratory Review Laboratory Name: XENCO LABORATORIES Project Name: 823.028 Reviewer Name: MOT #t A2 Description Si OI S2101 Checklist: Reportable Data LRC Date : 18-FEB-I5 Laboratory Job Number : 502212 Batch Number(s) : 688433, 961691. 688501 'Initial Calibration (ICAL) Were response factors and/or relative response factors for each analyte within QC limits? Were percent RSDs or correlation coefficient criteria met? Was the number of standards recommended in the method used for all analytes? Were all points generated between the lowest and the highest standard used to calculate the curve? Are ICAL data available for all instruments used? Has the initial calibration curve been verified using an appropriate second source standard? [initial and Continuin, Calibration Verification (ICCV and CCV) and continuity calibration blank Was the CCV analyzed at the method -required frequency? Were percent differences for each analyte within the method -required QC limits? Was the ICAL curve verified for each analyte? Was the absolute value of the analyte concentration in the inorganic CCB <MDL? S3 O Mass Spectral Tuning Was the appropriate compound for the method used for tuning? Were ion abundance data within the method -required QC limits? S4 0 (Internal Standard (IS) Were IS area counts and retention times within the method -required QC limits? S5 OI 'Raw Data (NELAC 5.5.10) Were the raw data (for example, chromatograms, spectral data) reviewed by an analyst? Were data associated with manual integrations flagged on the raw data? S6 0 )Dual Column Confirmation Did dual column confirmation results meet the method -required QC? S7 0 )Tentatively Identified Compounds (TICS) If TICS were requested, were the mass spectra and TIC data subject to appropriate checks? S8 I I 'Interference Check Sample (ICS) Results Were percent recoveries within method QC limits? S9) I {Serial Dilutions, Post Digestions Spikes, and Method of Standard Additions ' 'Were percent differences, recoveries, and the linearity within the QC limits specified in the method? S10 OI "Method Detection Limit (MDL) Studies Was a MDL study performed for each reported analyte? Is the MDL either adjusted or supported by the analysis of DCSs? S11' OI Proficiency Test Reports ' Was the laboratory's performance acceptable on the applicable proficiency tests or evaluation studies? S12' OI }Standards Documentation Are all standards used in the analyses NIST-traceable or obtained from other appropriate sources? S13 OI'Compound/Analyte Identification Procedures Are the procedures for compound/analyte identification documented? S14I OI pemonstration of Analyst Competency (DOC) Was DOC conducted consistent with NELAC Chapter 5? Is documentation of the analyst's competency up-to-date and on file? S15 01'Verification/Validation Documentation for Methods (NELAC Chapter 5) S16 Are all methods used to generate the data documented, verified, and validated, where applicable? OI JLaborator; Standard Operating Procedures (SOPs) Are laboratory SOPs current and on file for each method performed? X X 1. Items identified by the letter "R" must be included in the laboratory data package submitted to the TCEQ-required report(s). Items identified by the letter "S" should be retained and made available upon request for the appropriate retention period. 2. 0 = organic analyses; I = inorganic analyses (and general chemistry, when applicable). 3. NA = Not applicable; 4. NR = Not reviewed; 5. ER# = Exception Report Identification number (an Exception Report should be completed for an item if "NR" or "No" is checked). Page 39 of 42 Final 1.000 A3 Attachment A (cont'd): Laboratory Review Checklist: Exception Reports Laboratory Name: XENCO LABORATORIES Project Name: 823.028 Reviewer Name: MOT LRC Date: 18-FEB-I5 Laboratory Job Number: 502212 Batch Number(s) : 688433. 961691. 688501 ER# 1 DESCRIPTION The solid samples were submitted in bulk jars and were therefore prepared by method 5030 SW8260B Batch 961805, Surrogate 4-Bromofluorobenzene recovered above QC limits. Matrix interferences is suspected; data confirmed by re -analysis Samples in the analytical batch are: 502212-004. 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 Page 40 of 42 Final 1.000 )(XENCD ABORATORIES Setting the Standard since 1990 Stafford,Texas (281-240-4200) Dallas, Texas (214-902-0300) Service Center - San Antonio, Texas (210-5093334) CHAIN OF CUSTODY Page _ 01 www.xenco.com Client / Reporting Information Project Information Companym Name / Branch: Project NaeMu r: f Company Address: bp.5— / AN r' ) TILL) Project Location. S LtTE / ZS— Fir L Ja!ih) 77xAS Feu- 4 R17r flv's rCiZo Email: VRbt105r/ C U)t♦"'i'✓i, Cart Phone No: Invoice To: /. t,HM �r Aro ,L,ir ,ril` a P / L NGBAmeR etal�� CDn J tto7, 3jz,� oRr �►� Project Contact: 1 I PRObWk'' 'PO Number: Samplers's Name: l � R� � � $Z' 0 49' No. Field ID / Point of Collection S13- 6 2 <,R —? ra rs 3 t� ' ✓7 s %(eJ t 4 SE -9 �i -•-Yb 5 6 7 8 9 10 5 Turnaround Time ( Business days) Same Day TAT 711 1 ' • ay TAT 0 Next Day EMERGENCY 2 Day EMERGENCY 3 Day EMERGENCY TAT Starts Day received by Lab, if received by 3:00 pm Sample r of Depth Date Time Matnx bottles ST S-to' 2/(4' 5 13 rb 5 I -z 3r-Yo 2l cr *no 5 Z. 07 Day TAT Contract TAT c e g 15 ci° Z N O Data Deliverable Irdormauon n Level II Std QC 11 ! I Level 111 Std OC+Forma Level 3 (CLP Forma) TRRP Checklist 11 11 II Odessa, Texas (432-563-1800) Lakeland, Florida (863-646-8526) Norcross, Georgia (770-449-8800) Tampa, Florida (813-620-2000) Xenco Quote Level IV (Full Data Pkg haw data) TRRP Level tV UST / RG -411 Ixenoo Job Analytical Information SAMPLE CUSTODY MUST BE i-0CUMENTED BELOW EACH TIME SAMPLES CHANGE POSSESSION, INCLUDING COURIER DELIVERY Date Time: R Qy / 1 : �" Relinquished By: Date TI 4 ={/2r'� f Y(�} •' ��f i 1 2 L'}( `� yam/ D-�Jt,Ol�Time/r:� t y: . ! II5 J Relinquished By: Date s: 1i 1,1 A �< !i- l3�, �, Z � ) : 2_0 4 4 Date Tlme: Received By: Custody Seal R Preserved where applicable 0n Ice XI Notes: FED -EX / UPS: Tracking 6 'Received By: 2 Received By: Matrix Codes A= Air S = SoiVSed/Solid GW oGround Water DW = Drinking Water P = Product SW = Surface water SL = Sludge WW= Waste Water W = Wipe 0 = oil WW= Waste Water Field Comments 446t 467 ct4SJ Oct, 467G WC c 4"1 ) t4 a..1- GLA-sl ) W 0.i- GLis•&S Temp Device; As Read: DA C (-0.9) C Notice: Signature of Ihls document and relinquishment of samples constitutes a valid purchase order from client company to XENCO Laboratories and Its al1t xlos, subcontractors and assigns XENCO's standard terms and conditions of service unless pre Xe1CO Loborctories.r:: XENCO Laboratories Prelogin/Nonconformance Report- Sample Log -In Client: W&M Environmental -Ft. Worth Date/ Time Received: 02/11/2015 01:20:00 PM Work Order #: 502212 Acceptable Temperature Range: 0 - 6 degC Air and Metal samples Acceptable Range: Ambient Temperature Measuring device used : XDA Sample Receipt Checklist Comments #1 *Temperature of cooler(s)? 3 #2 *Shipping container in good condition? Yes #3 *Samples received on ice? Yes #4 *Custody Seals intact on shipping container/ cooler? No #5 Custody Seals intact on sample bottles? No #6 *Custody Seals Signed and dated? No #7 *Chain of Custody present? Yes #8 Sample instructions complete on Chain of Custody? Yes #9 Any missing/extra samples? No #10 Chain of Custody signed when relinquished/ received? Yes #11 Chain of Custody agrees with sample label(s)? Yes #12 Container label(s) legible and intact? Yes #13 Sample matrix/ properties agree with Chain of Custody? Yes #14 Samples in proper container/ bottle? Yes #15 Samples properly preserved? Yes #16 Sample container(s) intact? Yes #17 Sufficient sample amount for indicated test(s)? Yes #18 All samples received within hold time? Yes #19 Subcontract of sample(s)? No #20 VOC samples have zero headspace (less than 1/4 inch bubble)? N/A #21 <2 for all samples preserved with HNO3,HCL, H2SO4? Except for N/A samples for the analysis of HEM or HEM-SGT which are verified by the analysts. #22 >10 for all samples preserved with NaAsO2+NaOH, ZnAc+NaOH? N/A * Must be completed for after-hours delivery of samples prior to placing in the refrigerator Analyst: Checklist completed by: Checklist reviewed by: PH Device/Lot#: Austin Berry Dbvi Monica Tobar Date: 02/11/2015 Date: 02/12/2015 GC-6.06.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 — MONTGOMERY ST. City Project No. 01468 ATTACHMENT 1C Page 1 of 4 FORT WORTH OFFEROR COMPANY NAME: PROJECT NAME: City's MBE Project Goal: City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form Offeror's MBE Project Commitment: Check applicable block to describe Offeror NON-M/W/DBE BID DATE M/W/DBE PROJECT NUMBER I If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non -MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev. 2/10/15 ATTACHMENT 1C Page 2 of 4 2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's M/WBE Office. Yes Date of Listing / / No 3.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes (If yes, attach list to include name of MBE firm, person contacted, phone number and date and time of contact.) No 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? Yes (If yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation" documentation may render the GFE non -responsive.) No 6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? Yes (If yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the GFE non- responsive.) No NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. INOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? Yes No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev. 2/10/15 ATTACHMENT 1C Page 3of4 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? Yes (If yes, attach all copies of quotations.) No 10.) Was the contact information on any of the listings not valid? Yes (If yes, attach the information that was not valid in order for the M/WBE Office to address the corrections needed.) No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in -camera access to an inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not Tess than one (1) year. Rev. 2/10/15 ATTACHMENT IC Page 4 of 4 The undersigned certifies that the information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment 1 C will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. Authorized Signature Title Company Name Address City/State/Zip Printed Signature Contact Name and Title (if different) Phone Number Email Address Date Fax Number Rev. 2/10/15 Joint Venture Page 1 of 3 FORT WORTH CITY OF FORT WORTH MBE Joint Venture Eligibility Form All questions must be answered; use "N/A" if not 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: Cellular: E-mail address: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture MBE firm Non -MBE firm name: name: Business Address: Business Address: City, State, Zip: City, State, Zip: Telephone Facsimile E-mail Telephone Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: Facsimile Describe the scope of work of the non -MBE: Rev. 2/10/15 Joint Venture Page 2 of 3 3. What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. 5. List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating b. Marketing and Sales Hiring and Firing of management personnel d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's M/WBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's BDE Ordinance. Rev. 2/10/15 Joint Venture Page 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision -making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. Name of MBE firm Name of non -MBE firm Printed Name of Owner Signature of Owner Printed Name of Owner Signature of Owner Title Date Printed Name of Owner Signature of Owner Printed Name of Owner Signature of Owner Title Date Notarization State of County of On this day of , 20 , before me appeared and to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (seal) Rev. 2/10/15 FORT WORTH City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form ATTACHMENT 1B Page 1 of 1 OFFEROR COMPANY NAME: Check applicable block to describe prime PROJECT NAME: City's MBE Project Goal: % Offeror's MBE Project Commitment: M/W/DBE NON-M/W/DBE BID DATE 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 1C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Purchasing Divisipn P9 later than 2:00 p.m., on the second City business day after bid opening, exclusive of the bid opening date, will result in the bid being considered non -responsive to bid specifications. Will you perform this entire contract without subcontractors? 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 operational profile of your business. Will you perform this entire contract without suppliers? 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. YES NO YES NO The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment thereof and any proposed changes to the original MBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact Name (if different) Company Name Phone Number Address Email Address City/State/Zip Date Fax Number Rev. 2/10/15 FORTWORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY �If the total dollar value of the contract is $50,000 or more, then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is % of the base bid value of the contract. Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The. Offeror shall deliver the MBE documentation in person to the appropriate employee of the purchasing division and obtain a date/time receipt.Such receiptshallbe evidence that the City received the documentation in the time allocated. ` A faxed and/or emailed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is met or exceeded: 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if you will perform all subcontracting/supplier work: 5. Joint Venture Form, if goal is met or exceeded: received no later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid opening date. received no later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid opening date. received no later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid opening date. received no later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid opening date. received no later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the M/WBE Office at (817) 212-2674. Rev. 2/ 10/ 15 ATTACHMENT 1A Page 1 of 4 FORT WORTH OFFEROR COMPANY NAME: PROJECT NAME: City's MBE Project Goal: City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form Offeror's MBE Project Commitment: Check apprcable block to describe Offeror M/W/DBE NON-M/w/DBE BID DATE 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 Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications. MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas. Denton. Johnson. Parker, and Wise counties. Prime contractors must identify by tier level of all subcontractors/suppliers. Tier: means the level of subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2nd tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and counting those dollars towards meeting the contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner -operated, and receive full MBE credit. The MBE may lease trucks from non -MBEs, including owner -operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev. 2/10/15 FOR® ATTACHMENT 14 Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax Email Contact Person T e r NCTRCA M W B B E E N 0 Detail Detail Subcontracting Supplies M Work Purchased B E Dollar Amount Rev. 2/10/15 ATTACHMENT 1A Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non -MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax Email Contact Person T e r M B E NCTRCA W B E N 0 n M B E Detail Subcontracting Work Detail Supplies Purchased Dollar Amount Rev. 2/10/15 FORT WORTH ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers Total Dollar Amount of Non -MBE Subcontractors/Suppliers TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact Name/Title (if different) Company Name Telephone and/or Fax Address E-mail Address City/State/Zip Date Rev. 2/10/15 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 — MONTGOMERY ST. City Project No. 01468 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. 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 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 CULTURAL DISTRICT/ WILL ROGERS, PART 4 — MONTGOMERY ST. City Project No. 01468 CITY OF FORT WORTH WATER DEPARTMENT'S STANDARD PRODUCTS LIST UPDATED 3-24-2015 Manhole Inserts EI-14 Manhole Insert E1-14 Manhole Insert El-14 Manhole Insert 0923/96 EI-14 Manhole Insert 092396 EI-14 Manholeimo,t 10/31/06 7/25/03 O131n6 11/02/10 07/19/11 08/10/11 10/14/13 0398/00 0420i01 'Manholes & Bases/Frames & Covers/Rectaneular Manhole Flames :red Covers „Manhole Frames and Covers ( Manholes & Bases/Frames & Covers/Standard (Round E1-14 E1-14 EI-14 E1-14 E1-14 EI-14 E1-14 E1-14 EI-14 E1-14 F.I-14 EI-14 El-14 El-14 E1-14 Manhole Frames and Covers fanhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers F1anhok Frames and Covers Manhole Frames and Covers nfanhole Formes and Covers Manhole Frames and Covers Manhole Frames and Covers (Hmgcdl !Armhole Frames and Covers 30' DI h111 Ring and Cava- 30" DI MH Ring and Cover 30' DI MH Ring and Cover 30' DI MH Ring and ('over 30' DI n1H Ring and Cover (Hinged & Lockable) anufacturer WASTEWATER Knutson Ent -,noses South Western Paekagmg Noao,s-Inllou South, e8em Packing& Seals. Inc_ SouOhne4lcm Picking& Seals_ Inc Wi,tem Iron Works. Massa & Hay, Foundry V tile,! Foundry We,tern Iron Wort„ lies & Hay. Foundry McKinley lino Works Inc Neenah Casting Vulcan Foundry Siena Corpomnan Sigma Corporation Pont-A-of„nss,n Neetmh (:utmg Pose rscal Saint-Gobant Pirelmes(Pamrcx/rexus) Ga Jordan Iron \\ erica Sigma C„proration Star Pmo I'oducts \caxa,t Ga 16,bn Iron Works 1 !Manholes & Bases/Frames & Covers/Water Tieht & Pressure Tieht E1-14 Manhole Frames and Covers Ail-14 Manhole Frames and Covets El-14 Manhole Frames and Covers El-14 'Manhole Francs and Covets El-14 'Manhole Frames and Covers El-14 [Manhole Frames and Covers EI-14 (Manhole Frames and Covers Manholes & Bases/New/Components 0723N7 1 IlIrdh ice Hydmph,be Waterston 0426/00 1 Offset Joint for 4' Dian. nfIl 0426/00 I Profile Casket for4' Diam. AIN. 1/26/99 1 IHDPE hfanhole Adjustment Rings 5/13/05 1 [Manhole L rem l Winn • 04/26/00 09/23/96 0830/06 1027/06 06 09/10 Manholes & Bases/New/Precast Concrete E1-14 EI-14 EI-14 El-14 El-14 E1-14 EI-14 EI-14 1:nllmle. Precast Concrete Manhole. Precast Concrete Manhole, Precast Concrete h1H, Single Offet Seal Joint !Armhole. Precast Concrete Afanhole. Precut Commie Monhok. Precut 0 000r,tc Manhole. Precast (Reinforce i'olymeriCnmretc Manholes & B1\ases/New/Fibe (lass 1/26/99 1 1I ibergL,ss Manhole 08/30.06 I Fiberglass Manhole I 1 Manholes & Bases/Rehab Svstems/Cementitious • EI-14 Manhole Rehab Systems 0423,911 El-14 Manhole Rehab Systems El-14 Manhole Rehab Systems 4/20/01 EI-14 Manhole Rehab System 5/12/03 EI-14 Mn0,ol: Rehab System (Liner) 08/30/1)6 General Concrt0RcPm 0520/96 12/14/01 I11/31,06 8/28'2006 11830/06 7/21/97 10/30/03 0322/10 4/14015 06/09/10 Manholes & Bases/Rehab Svstems/NonCementitious EI-14 El-14 hL hole Rehab Systems Manhole Rehab Systems Cmimg for Corrosion pro h'non Coatings for Corrosion Protein.. Ceding, fir ('onnsion Pf,le,linn (,wine, for Comae! 1'rotccm.n Pont -:\-Moses,! Ne0d, Casing Vulcan Foundry \Veshm Iron Works Bass& Hay. Foundry McK,nky Iron Worksh,c Accucast Sernmpore Induanc, Pmme Ltd As.dn Kogyo KK IL mon Concrete Products Pros -Seal Gasket Corp L dta h./0 (anti-:a-CI'S lb, dm Conduit Corn Wall Concrete Pme Co Inc ILutwn (8,nnerly Gifford -Hill) Hamm! Concrete Prvluct Inc Ite Lmrc, remain Oldeamie freer., Inc US (/n,roc,to Rn Flmd Containment, Inc. I_F Manutxtunug Qu,dcx Standard Cemem Materials. Inc ADM Pemufs,nn Sinmg Comrtmv Poly -triplex Teelmoh,g,cs II,0Krete Tetoaolone, Snm,,V. Sun Coast FRTECH (10 coon Warren l.vtronnhhncl Citadel Pine/New/Centrifueally Cast Fiberelass Reinforced Pine/Polymer Modified Concrete Cent. Cast Filnrotvss Hohas Pore I/SA. Inc Gass -Fiber Reinforced Polymer Pip: An,icd, USA Fiberglass Rae' :\!even Polymer Modified Concrete Rite much t .5,5 1/1-9 Reinforced Polymer CoOcm,e Pie (1S Conpxno Pines/New/Concrete F.14,4 Korea Pine. Renf,rced E1-04 Cone. Pipe. Renf,rced I EI-04 ICnx. Pipe, Reinfirced I EI-04 'Conc. Piro•, Re,nf,rcd Pipes/New/Ductile Iron Ei-06 DucW0 Iron Pirm EI-06 Ducoklron Rpe I EI-06 Ductile Iron Pipe E1-06 Ductile Iron Pipe ConcrOc Pine Co. Inc. Hrdro Conduit C,rp,rauon Hannon Concrete Products Concrete P,p, & Products Co loc. G0/0,, Prim Product,. Co American Ductile Iron 1'tne Co U.S. P,p.- and Foundry ndry Co Mc\t'arm Cast iron ''ape Co. Made to Order - Plastic Made to Order - Plastic Mode to Order - Pl.uuc LifeSa a- Stainless Steel TetherLo1 - Staml,s Steel 1001 6780 30024 A24 AM 1342 A1H-144N MH-I43N GIS-STD 'ringed Ductile Iron Manhole RE32-R9FS l'1432 2 and V14%3 Dcsigr, MI11651FWN & M1116502 M/132FRVSS-IX' 220700 //omy Duty with Gasket Rum 30' ERGO XL Assembly unh Cam L eck/MPIC/f-(Lsket P,mtight 2342 300.241' WPA24AM RC-2100 300-24-2, 75 Ring and Cover Adeka I11tn-Seal P-201 Dress mg No 354048-001 250-4G Gasket HDI'E Adj11,1mM Rmg Wrap Nse,,l Manhole Faicap.ul,uon Sy,tcm, SPL hem 449 T PP}} F Dsyg 35-0048-01n 48'�.f) AtoMokn/32'Conc 4S" LD_ Manhole ,s / 24' Cone 4.%- LD_ \ianhole n/ 24' Co. Reinforced Pohmor Cm,caie ational Spec ASIT1 D 1248 ASTM D 1248 ASTM D 1240 ASTM A48 :\5 ITi A536 AASH10 F1306-04 ASSHI'O 1,1105 & ASTM A536 ASTM A 4% ASTM A 48 ASTM A 48 ASTM D2240/D412/D792 ASTM C-443/C-361 AS IM C478 AS FM C-143 ASTM C478 AS ITf C 478 AST C 478 ASG\i t 458 ASI It ( 478 ASTM C-76 'Iowan 1 AS FM3753 Helmer A1Si' Strang Seal MS2.\ Rehab System A1H rep, ,r product to stop m0hnrnn \ myl Poivn,er Repair Proda<i Spray Wall Polyurethane Coaling Sens 20230 and 2190 Arc 791. SI1111. SI. S2 6301 and 1t1-301 S14-30 Soh/0 Lp ss Hoh,S IS{, (Non -Pressure) Floe e 8un.Lsirmd R7;\1I' Div \lever/5,/,cntc AN Reinforced Polymer Cnmme Pam chss ill F&(l. SPL hen, 877 SPL hen 895-0 !hole. n98-P1,e Super Bell -Tito Ductile Iron Pree.sure Pipe. ('lass Amenca„ Fa4ne Pipe ASTM D5813 AS FM 1)639/1)790 Acid Reaaan,e fear ASTM 1)3262/D3754 ASTM 1)3262/D3754 ASTM 1)3262,D3754 ASTM ("33-:\276. 1477 ASIA1 C-76 ASTM C 76 ASTM C 76 ASIM C76 ASTM (' 76 e\\V\WA C 150. C I51 A\\M'A C 150. (-I51 AWAVA CI50.CI51 AWWA C150. C151 For 24" du. For 24' dia. For 24' dia For 24" dia For 24" dia 24"x40" \VD 24'x40"\VD 24' Dia. 24" Dia 24' Dia. 24' Dia. 24" dia. 24" dia. 24' D.,. 30" Dm. 30" Uia 30" Dia 30" Du 30" Dia 30' Dia 24' Dia. 24' Dia 24" Dia 24' Dia 24" D,0. 24" Div 24' Div SS MH Non -traffic area 48' 48' 48" 48' D,am MH 48' n/12"cone 48' 48" D,.m, \v 24' Ring 48' to 72' Non -traffic area Noo-tralTe area n1i.c. U,o �e er AFPI,annn. 50000APPI8'//on. Sesser Application, 8' to 102'0 Clas, \' 3" thru 24' 4'. 8' & l0' path 3/24/2015 CITY OF FORT WORTH WATER DEPARTMENTS STANDARD PRODUCTS LIST UPDATED 3-24.2015 Approval Spec No. Classsilication;. Pines/New/PVC (Pressure) 1 12/(12/11 EI-24 1)R-I4 PVC Pns„ue Pipe 10/22/14 11,314,98 010419 • • • 12123, 7• 04,04,07 • I I /11,98 • 0)/i1/12 1I/i2,99 11926,91 11/17,99 0506 05 Iu _2-'1(, 0,26,91 (0/ 10,91 1110110 1111,10 0516111 • 053)3,90 05/29,96 11.03,98 12314310 116,119,03 Pipes/New/HDPF (Pine Burstinn/Slinlinin1' High -dens()' wl,,lhylmle pine Hmh-density polyethylene Pipe HoFdWensny Wlye0rylrne PIM High -dens()' p'1y'eth11rn0 PIn Pines/New/PVC` E1-31 PVC Corrugated Sewer Pros: EI-31 PVC Corrugated Sower l,pe EI-31 PVC Corrupted Sewer lbw EI25 PVC Sewn Pipe El-25 PVC Sever Pine EI-25 PVC Sewn Pipe EI-25 PVC Sewer Pme EI-27 PVC Saver Pipe EI-27 PVCSew.-Pipe ET-27 PVC Sewer Pipe 13-31-20 PVC Sew Prim E1-25 PVCSower Pipe EI-28 PVC Sewer Pipe E1-28 PVC Sewer Pme 61-28 PVC SewerP me EI-29 PVC Tn. Plea El (01-2 Closed Profile PVC Pipe E11082 C'k,xd Prole PVC Pipe EI-18 PVC Sohd01all lhlc L3-25 1 PVC Sewer F0nngs EI-25 'PVC Sewer Emngs Pines/New/Ribbed Onen Profile Large Diameter E1r(62 E1062 EIn11-2 (E100-2) 1EI01J-21 ( (Pine Enlacement System (Method) PIM System PVC Sewer Pipe. R,hbed PVC Server Pipe, Ribbed PVC Sewer Pme. Ribbed Polypnop)lame (PI') Sewer lino, loub1 Wall I'n6prop(lnrt (PI') Sewer Pip. Tnpic Wan St.1 Reinforced Ponx,hyk,e Pme I Pines/Rehab/CI PP Cured m Pace PIn Cured mPlace Pme Ci d m Place Rpc IP, ip s/Rehab/Fold & Form ( Pod amp Forth Pin: Fold and Forml'i1x- Fold and Form Pp: Fold and Form lhra Fold and Form Pa. McConnell System, TRS Synetm IPioe Casino Spacers 1E04,02 \Steel Band Camg Spacers 02,02,93 Stainless Steel Casing Spacer 0422347 ' Casing Spacers 0914/10 I Stainless Steel Comm Spacer 09114110 ' Coated Stei•ICam Speeen 115/111 11 L St amk's Steel Caning Spacer oatines 11225.02 12/14 ,11 14,1405 0723,92 • 99 1li,)8 ((226; l4 115,14 98 115/14.98 11 (YJ.331 0229'12 Ob29'12 Mt 03134 i012/10 1,n )0I,0 Enox,� I.(ning,Syskrn (//' ng System .terior Du.nle Iron Pin Connie I'InesNalves & Fittines/Combination Air Release E1-11 E1-11 61-I1 Combim0on Au Release Vahe Csmmbaulo,, A. Relay; Vahe Cmnhm,0on Ar Release Vahe PinesNalves & Fittines/Ductile Iron Fittings Ill-07 EI-117 EI-07 EI-07 El-07 E1-07 Ill-24 1:I4)7 33-11-11 33-11-11 E1.1(7 Ductile Iron Eating, Ductile Iron Rungs Duculc Iron Fillings hD Fittings hU F,owo, Ductile Iron Joint Ratmmts PVC hum Restrants Due01e Iron Joint Restraints Ductile Iron Mil Mech mend Joint Re,tmtnl PVC Pipe hteeltmmal Jo. Rotmml Mechanical Joint Reutncr (:hint, LI-24 Innem9 Romnxd lotm S,stem II-n7 Ibl,x honed Joint I alai, PiuesNalves & Fittines/Resilient Seated Gate Valve' Ro,hent Wedged Gate Vahe wino (km, 1213,02 Raihevt \Vedge Gate Valve 0821,99 Reslhem Wedge (late Valve 05118,99 1 Itadiemt Wedge Gate Valve 11124410 1 EI-26 Ralllcnt Wedge Gate Valve 0805,194 I Rothent Wedge Gate Valve 0523,91 1 E1-26 Rothent Wedge Gate Valve P,pehfe Jetstream Royal ❑mldmF Products Plana. 0risrnmn, Inc. Plexco Inc. Pony Ptn, Inc. CSR Hydro ConduitPmahne Sytems Comech Construct ton Pmdmts. Inc. Utionor ED Compa,Y Dimond Plans Co,pomtmn Ie Can -Tex, h,dusRw Certain -Teed Products Corn Nano Manufacturing Com 1-Pt Manufacturing Company, Inc. Dimond Plastics Corporation Lannon Vylon Pipe Pinelife let Stream Royal Building Products Estrum. Tcchnnlogivs, Inc Diamond Plastics Corporation 1-M Manu4cturing Comnany, Inc. Pinchle Jet Stream Co,wch Construction Products, Inc Lamson Vylon Pipe (Now Paine Conduit) Dnmond PI. ucs Corpnmuon Dimond ('1,ncs Corporation no Plastic Trends, In c Lamson Vylon Pqr, Extmston Tcchno(oo,c,, Inc Uponor E71 Comnmy Advanced Dmmmage Systems (ADS) Advanced Drainage Systems (ADS) 0onTech Construction Product s Insaufomn Te: 9Y., Inc Nau,m.,I Enmmbxh Group Re3nolds IncMlmn Tcclmolgy (Inlmcr USA) Culkun Pme Systems. Inc. bunt( mnTechm,log,cs, Inc. Mwncan Pme & Plants, Inc. UM -Amer Miller Ihnime Cnm PIM Corpomtimn (1, t Construction Trenches, Replacement System Ady,mcd Pnodu(G and Systems, Inc. ndrancd Product. and Systems, Inc Cascade Watenco,I:s hlan,factunng Pipelmee Seal and Insulator Pipchne Seal and Insulator Powerseal S.-werewolf. Inc Encch Technical Coatings Indur,al WATER (iA Industries, Inc. htublplex Manuacmrmg Co. Valve and Pruner Corn Star Pipe Products, Inc. Griffin Pin Products, Co. McWmte/ryler Ape/ Limon Unlit. Mansion Samna. Co. Accumst Find Meter Box Co /Uno-Runge Lord Meter Box Co Uni-Flu,ge O. Bob, Inc. Ll1AA Iron, Inc. ((ISA Ion, Inc. Samna. Co. S & B Iechrmal Products SIP Indus00, Mien( Flow Control Mrncm Flow Control Amerman Flow Control Amerman Flow Control Amerman Flory Control Amcrtcml flow C,a0ml Antra( A VI< COMM. PVC Possum Pipe Royal Seal PVC Pres., Pipe Om0nre Ducnk Ponemvlene Pine McConnell Pme Enlargement Conteeh A-2000 Sewn Pine Uhm con CORR 21 SDR-26 and SDR-35 SDR-26 and SDr-35 Royml seal Sold Wall Plea SDR 26 & 35 Gra„ty Sewer 11pe SDR-26 and SDr-35 C0ntech PVC Pros Pine Carlon Vylon ITC. Close Prolik SDR-26 and SDR-35 (iasct Fanner Gasketed PVC Sewer Main Finings Carton Vylon H.C. Closed Problc Pme, Ultra -Rib On Profile Sewer Pine SatuTac HP rouble Wall (Corrugated) SanRne HP'rnple Wall Pipe Dmmaxx National Liner. (SPL) Ilan 427 lnlmn Technology Insauf-NuPlpo' IJltmlmor PVC AIIoyy I0Pdincr Eli Method Polyethylene Po ebylene Polyethylene Carton Steel Spacers- Model SI Stamks Steel Spacer. Model SS Casing Spacers Stunk-, Steel Canng Spacer Coated Steel Cam Spacers 4810 Powetchock Swur(ard 210RS Fn,ch 2030 and 2100 Soria Protecto 401 I Empire Air and Vacuum Vane, Model935 I Cnspm Au and Vacuum Vanes, Model No. A5, 1 APCO n143C6145C and 6 147C Moolanszl Jong Fnnngs Mechmroai Joint Fipmgs Mech 1cal lomt Finings. SSB Class 350 Cass 350 C-153 h11 Fume: Class 350 C-153 A41 Ftimg, (700Flange Sena 1400 Um -FL ge Sena 1500 Circle-)ock One Bolt Restmmed Jonm 0o0o Me(m)ug Sines II Ito (Gar DI Pipe) hfegalug Sores 2000 oar PVC Pipe) Slpna Onc-Lok Mechanical lout Ratminer Bulldog Sy,lom (Ihmmond lack21 & J131 Eagk L 900) Meclimcal Joint L0000, Snell 2500 Drawing 6 94-20247 Semen 2530 and Sena 2536 Sena 2520 & 2524 (01) 94-20255) Series 2516 (SD 94-20247) Sena 2500 (Ductile Iron) 42" and 48' AFC 2300 AmenetnAV4, Rmihent leaded GV AWWA 0000 AW\7A C900 ASTM D 1248 ASTM D 1248 ASTM D 1248 ASTM D 1248 ASTM F949 ASTM F949 ASTM F949 ASTM D 3034 ASTM D 3034 ASTh1 D 3034, D 1784 ASTM D3034 ASTM F 789, ASIT1 D 3034 ASTM F789 ASTM D 3034 ASTM 3034 ASTM D 3034 ASTM F679 ASTM F679 ASTM F-679 ASTM D 2680 AS TM F 794 ASTM 1803/1/794 P346 AS1111F-679 AS TM 12-3034, D-1784. etc ASTM D 30.34 ASTM F679 ASTM F679 ASTM F2736 AS IMF 2764 AS TM F2562 ASTM F1216 ASTM F-121623-5813 ASTM F1216 ASTM F-1501 ASTM 1,1507, 1871, 1867 ASTM F51504, 1=1947 PIN Com-. Puc,ta Way, NJ Humor, revs Calgary, Canada I.\ County 0210-1.33 ASTN B-117 1 ASTM A 126 Class 0, ASTM n I ' AWWAO153&C110 AWWA C 110 AN'\VAC 153.0 110,C III AWWA C153 AW\VA C I53 AWWAO111/C153 AWWA C I Nrc(53 AR'\VA CI I I/0116/C153 NMI/VA CI I12116/C153 AWWA CI II(C116/C153 AWWA CI I1/C153 ASTM 1-1624 A\\'N',\ C153 AWWA C'515 AWWA C515 AWWA C515 A\\'\VA C515 AWWA CS(5 AW WA C509 a'tru12" 4" that 12" 8' 8' thru 36" 24' to 36' Only 24'to36"only 4' taw 12" 4" thin 15' 4"&8" 4"-15" 4' thin 15' 4" Iluu 15" 4" dun 15" 4" ttuu 15" 8', 10" 18"to27' I8"- 27" is' 8" through 15" 1890 48' 18" to 48' 18"to 48" 4"- 15" 18.1048" 18' to48' 24"-30' 30" to 60" 24' to 72' Demo. ISo,ose Only Unto 18" diameter Approved Provnousiy Apprmxd Proo,ousl Appmoxd Previously Up m 48' <Ix2> Up to 48,10,2> Up to 48' <Ix2> Duc(Oe Inn Pam Only 1"&2' 1/2', 1"&2' 1", 2" & 3" 4' to 36" 4" to 24' <4> 4" to 12" 4' to 42" 4" to 24" 4" to 24" 4' to 12' 4' to24" 16' 30'and 36' 20' and 24' 16" 4' to 12" 42" and48' 4' to 12" P..,.,.,, 3/24/2015 CITY OF FORT WORTH WATER DEPARTMENT'S STANDARD PRODUCTS LIST UPDATED 3-24-2015 Approve(', -Spec No. Classsifcauon 01/24/02 E7 26 R -Inn Wedge (late Valve 11N8/99 012363 05(13m5 01/3166 0128/88 10a)L94 11/0899 11/29/04 11/30/12 05/08Ni • I/11/99 06/12/03 04/06/07 3/12/96 10/01/87 03731 /88 09/30/87 01/12/93 0824/88 0904/87 10/14/87 01/15/88 10,09/87 09/16,87 08.08;02 0828,02 0723/12 1027/87 1027,87 0126/1)6 1)1/30411 11'521/12 (15/11)/11 0229/12 0229/12 02/29/12 05/10/11 08/2s,06 08 31016 0324'15 EI-26 Radlenl Stated Gate Valve El-26 R,,dw-nt Sc,t l Gate Vale E1-26 Rathent Seated Gam Valve Raahrnt Wedge dale Valve Rcs,han Wedge Gate Valve Re sah,ut Wedge (inae Valve ko>0,ot Wedge Gate Val e EI-26 IR,,hnn Wedge Gate Val, e !Resilient Wedge (',ate Valve E7-26 IResthemt Wedge Gate Valve IRestit'm Wedge Gale Valve I�p,'alhrnt Wedge Gale Vale El-26 Italhcne Sartori Gate Valve EI-26 IltimMe n Seated Gate Vale PioesNalves & Fittines/Rubber Seated B_utterflv Valve E1-30 Rubber Seated 13unten13 Valve El -30 Rubber Seated BuncrlI Valve El -30 Rubber Seated Butterfly Valve EI-30 IValmanc Amentan Butterfly Valve E1-30 IRubbcr Sealed Butterfly Valve San -mime Station I\\'alas mnimgStalron Dry Barrel Fire Hydrants E-1-12 Dry Hertel fire Hydrant E-1-12 E-1-12 E-1-12 E-1-12 E-1-12 E-1-12 Div Barrel Fve Hydrant 1)ry l3.vrei lire Hydrant I)ty Barrel live Hydrant DI \Barrel Fire l{tdmnt ISrr horsed rue H\\drml 1)0, Barrel rare Hydrant E-1-12 Dry Barrel lire Hydrant E1-12 E-1-12 0-1-12 Dry Rudd rare I1.&ant Dry Rvrel Fire Hydrant IDry Barrel Fire Hydrant >yater AonuAnances, Plastic Meier Bow, Double Saraktda k 33-12-I0 Doubt Strap1vr.1ce Saddle Curb Stop. -hall Man Vale, Cmh Stop, -Ball 61 der Val.. Coated Tappme Saddle ..nh Double SS Strap, [Coated (.%%pm a Saddle math Single SS Sm/p 33_12-25 )Tapping Ste.e (Coaled Steen r Nag Siw.e (Stainless Steel) 33-12-25 ft ,Ppmg Slone (Coated Steel) 33-12-25 ITap)\nng Slaws (Maude. Steer 33-12-25 I Iarpmg Slee(e (Stemless Steer lamb Ra(uis Clamp I'laaae Meter Bat /1 (I Ltd IlNavt Mars Box „ Ptra0 Ld 33-12-10 3Pia4t Meier R'.x 1 td Polyethylene Encaselnent 05/I205 1 LI-V3 11'01)01yd:1minermenl 05112 05 1 11-13 Polverhylend Fneavneta II5'12,1/5 I EI-13 PO hsthllnc lineavnent Meters 02/05,93 1 E101-5 IDemmor check Meter 08,05.64 1 IMagrenc Dme Vertical Turbine NOTES From Origami Simddrd Prwlusts Lea <I> Carrier P1Jj 1.D. <2> :Abate 4S' ,vper eed on crw: by else hams <3> 30-m-h and Larger r0lurra By -Pass W> Product Armmved to 36- Hm.4s. C'9115 PVC Pin ,v only approved up to 24" Manufacturer Amerman A VK Company Kennedy 61/H Mueller Co Mueller Co Mueller Co Mlhu.-r ( o 6ix.'0er Co Cb„ Valve Co Ck„ Valve Co. C ko Valve Co. C/Ow Valve Co. CA,„ Vale Co_ Sloekham Valves & 1'olmg, I7 S Pipe and Foundry Co Henry Pratt Co. Mueller Co Demur]: Vah a Co. Valmauc Valve and Mann flaming Corp. M&H Valve. Plus ,\nxnCan-Dadmg Valve Amencan Dadm‘V nls-e Clore Comoranon Amen,an A VK C.mnany Cb„ Como , Fri Kennedy Vance 61R11 Valve Company Mueller Company Mueller Co fan' U.S. Pre & Foundry \\'dlcrous Company Gra lorchn Iran Wod;,. lac Smith Blair 61ucr opqny MlkcOCo,mWa 61cDomAi )C61 Indus..lnc. 1061 Indu triee. Inc. 1061 Industr0s, Inc. P Row( al Romdc Rona, Po„ersca) AC1 l /CAS I DIA\'Pasta Ind Llcesal Pool,1p)/o 6loumam lanes Ph,iw, IT1SI'a.v1J ,1FP (n4 AEP Industries Ames Company Hersey Riodel No Scncs A2361 (SD 6647) Sena A2360 for 18'-24' (SD 67119) M -0a30'&3w', (-515 Mueller 42'& 48', C-515 16" RS GV (SD D-20995) Clow RW Valve (SI) D-21652) Clow 30' & 36' C-515 Clow Valve Model 2638 slem,aa1230, ra,mmmenu SPL.74 Valmanc American Butterfly Valve. 1 61&11 Style4501 & 1450 B20 Water Samplm¢ Station Drawing Nos. 90-18608, 94-18560 Shop Oran me No. 94-18791 Shop Dragmp No. 1)-19895 Mo 72700 0ro1,10e- D20435. D20436.1320506 Shy Draw ut No D-80783R\' Shop Dmwmg No. 13476 Shop Drawings No. 6461 A-423 4anunon Shop Drawee FTL-12 A-423 Sup, Centurion 21M Sho0Dm„ me No. 960250 Strop Dra„ mg No. S1(741)803 Mner Boa (Plasuc) ../ CI hd a317 Nxton foam' Double Strap Saddle DR2S bouble (SS) S(vvq DI G6ddle 610014.6100643& 1,1064 r 460313. 4604B, 6100N1, 610011,4 and 6101 M >406 Double Band SS Saddle k405 Coated T:Ipomg Saddle 412 Tamp Sk-ede LSS 3490AS?Flange) & 34901,11 EIS 240 SST Stamloo Steel SST III Staudt, Steed 3232 Bell Joint Rpm- Cbl,pp Clio "A" Pla.tc (fox„' ('11.x1 Class ,V" Plash: 13ox „: Plunc lad Cass -.\- Plastic Box Lad Fulmn i:ntrp ales Standard IIaN...vc Bullsn,nv by ( ooto„eta 13, ti .S Gakct atonal Spec AWWA C515 AWWA C515 AWWA C515 AWN'.\ C515 AWWA C509 AWWA C5(5 AWWA C5(5 AWWA C515 AWWA C515 A VMS C 509. TS'S1 i20 - stern. A SrSI AWWA C-504 AWWA C-504 AWWA C-504 AWWA C-504 AWWA C-503 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-51(2 AWWA C-502 AWM'A C-502 AWWA C-502 AWRVA C-502 AWRVA C-502 AWWA C800 AWWA C-223 AWWA C-223 AWWA C-223 AWWA C-223 A\\17\'.\ C 1115 AWWA C I05 6h+del1 000 Detector Cheek Valve 1 A\R1VA C550 Mapieue Drne Ven,cal 1 AWWA C701, Class 1 20' and smaller 4" - 12' 4' - 12' 4" - 12' 16" 24' and smaller 30" and 36" 42' and48' a"-12' (6' 24. and smaller 30' and 36' (Note 3) 24' to 48' (Note 3) 4" - 12. 3" to 16" 24" 24"and smaller 24" and larger Up to 84' diameter 24' to 48. Cuss A.El, C SVC, ugqto 24" PRpe 3/4"and l' I''/:'nnd2' 1"-2" Taps on up to 12" I" Tat{s p to 12" Up to 30' ,v/12" Out 4"-8' and 16' ll pi to42'w24'Out lip10 24" w212' out Up to 30' w212' Out 4' to 30' Cass "A- na. "A" Class "A"('/."9.l") 8 nail LLD mil LLD 8 mil LLD 4' - 10' 3/4" - 6" Iins son wen vales is women, Attanuara Products 4asleras Peen net trope. ommmrze misutrmuv rm.' or pronuas w8u en men me rat worm water Department's otanmraapeana0orstall mg may conanrcnm prgeas. wnen 1 ecmuch Spedfiatims f specific products, are included as pan of the Construction Contract Doctunenls.the requirements of the Tedmial Specification will override the Fort Wool Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products Liv and approval of the specific !cachets will be based on the requirements of the Mamie -al Specification whether or nor the specific prodmt meets the Fat Worth Wafer Department's Standard Specifications or is on the Fort Worth Water Department's Standard Products list I I � P- ". 3,74/2015 P,s, 3