Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract 49826
CITY SECRETARY 4 U�a p FM i 2 3 FORT WORTHCONTRACT N0.� RECEIVED ca o OCT 232017 c CD A MYSECRETARY ti" PROJECT MANUAL FOR Z L THE CONSTRUCTION OF SLOPE STABILIZATION SEWER MAIN'S M-280-B AND M-338-B City Project No. 100520 Betsy Price David Cooke Mayor City Manager John Robert Carman Water Director Prepared for The City of Fort Worth Water Department 05/30/2017 James DeOtte Engineering, Inc. BRIAN.....DARBY .....% 82623 B��IOF T aN do OFFICIAL RECORD CITY SECRETARY FT.WORTH,TX FORTWORTH. City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 3 SECTION 00 00 00 TABLE OF CONTENTS Division 00-General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 00 11 13 Invitation to Bidders 0021 13 Instructions to Bidders 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement 0045 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers'Compensation Law 00 45 40 Minority Business Enterprise Goal 00 45 41 Small Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 0061 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 -General Requirements 01 1100 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule 01 3233 Preconstruction Video 01 3300 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 6600 Product Storage and Handling Requirements 01 7000 Mobilization and Remobilization 01 71 23 Construction Staking and Survey REVISED 01 7423 Cleaning 01 77 19 Closeout Requirements 01 7823 Operation and Maintenance Data 01 7839 Project Record Documents CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised February 2,2016 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 3 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 99—Additional Specifications 99 99 00 Construction Allowance Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htys://proi cctpoint.buzzsaw.coin/client/foitwoi thtzov/Resources/02%20- %20Construction%2ODocuments/Spccifications Division 02 -Existing Conditions 0241 13 Selective Site Demolition Division 03-Concrete 03 30 00 Cast-In-Place Concrete Division 31 -Earthwork 31 1000 Site Clearing 31 23 16 Unclassified Excavation 31 23 23 Borrow 31 24 00 Embankments 31 25 00 Erosion and Sediment Control 31 3600 Gabions Division 32 -Exterior Improvements 3291 19 Topsoil Placement and Finishing of Parkways 3292 13 Hydro-Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-6.06.1) Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised February 2,2016 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 9/26/2017 - Ordinance 22925-09-2017 DATE: Tuesday, September 26, 2017 REFERENCE NO.: **C-28407 LOG NAME: 60SLOPETWIN-H&MCONST SUBJECT: Authorize Execution of a Contract with Humphrey & Morton Construction Company, Inc., in the Amount of $1,867,535.80 for Slope Stabilization for Sanitary Sewer Mains M-280-B and M-338-13, Provide for Project Costs, Materials Testing and Contingencies for a Total Amount of$2,216,136.00, and Adopt Appropriation Ordinance (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the 2017A Water and Sewer Bond Fund in the amount of$2,216,136.00; and 2. Authorize execution of a contract with Humphrey & Morton Construction Company, Inc., in the amount of$1,867,535.80 for Slope Stabilization for Sanitary Sewer Mains M-280-B and M-338-B. (City Project No.100520) DISCUSSION: This Mayor and Council Communication (M&C) provides for permanent slope stabilization for the City's twin 90-inch sanitary sewer mains (M-280-13 and M-338-13) leading to the Village Creek Water Reclamation Facility. Heavy rain in May and June 2016 caused severe erosion along the portion of the West Fort Trinity River jeopardizing the integrity of the identified sewer mains. Failure of either or both of these mains would have resulted in raw sewage discharge into the river. Via an emergency contract, temporary measures were conducted to prevent further erosion around the two sewer mains until a permanent solution was developed and the necessary permits obtained. The permanent solution consists of the stabilization of the Trinity River bank slope using rock gabion baskets anchored to a reinforced concrete foundation. This project was advertised for bids on June 8, 2017 and June 15, 2017 in the Fort Worth Star-Telegram. On July 27, 2017 the following bids were received: Bidder F Amount Time of Completion Humphrey & Morton Construction $1,867 535.80 150 Calendar Company, Inc. Days ARK Construction Company, Inc. $2,230,860.00 DCI Construction, Inc. $2,244,508.80 In addition to the contract amount, $255,200.00 is required for project management, material testing and Logname: 60SLOPETWIN-HMCONST Page 1 of 3 inspection and $93,400.00 is provided for project contingency. Construction is anticipated to commence in November 2017 and be completed by April 2018. The overall project budget is estimated to be $2,711,202.00. This project is part of the Water Department's Sanitary Sewer Overflow Initiative Program. This project will have no impact on the Water Department's Operating Budget when complete. M/WBE OFFICE — Humphrey & Morton Construction Company, Inc., is in compliance with City's BDE Ordinance by committing to 19 percent MBE participation. The City's MBE goal on this project is ten percent. The project is located in COUNCIL DISTRICT 2. FISCAL INFORMATION /CERTIFICATION: The Director of Finance certifies that upon approval of the attached appropriation ordinance, funds will be available in the 2017A Water& Sewer Bond Fund for the Slope Stabilization for Sanitary Sewer Mains M- 280-B and M-338-B Project. After this transfer, the balance of $4,138,621.00 will be available in the 2017A Water & Sewer Bond Fund. Funding for this project is depicted in the table below: Fund I Existing ; Additional Project s Appropriations Appropriations Total* i Sewer Capital Fund - $495,066.00 $0.00 $495,066.00( legacy 59607 I 2017A Water & Sewer !Bond Fund 56011 $0.00 $2,216,136.00 1$2,216,136.00 ;Project Total $495,066.00 s $2,216,136.00 $2,711,202.00! *Numbers rounded for presentation purposes. FUND IDENTIFIERS (FIDs): TO Fund Department ccoun Project Program ctivity Budget Reference # moun ID ID Year ChartfieId 2 FROM Fund Department ccoun Project Program ctivity Budget Reference # moun ID ID Year Chartfield 2 CERTIFICATIONS: Submitted for City Manager's Office by: Jay Chapa (5804) Originating Department Head: Kara Shuror (8819) Additional Information Contact: Robert Sauceda (2387) ATTACHMENTS 1. 60SLOPETWIN HMCONST Compliance Memo.pdf (CFW Internal) 2. 60SLOPETWIN HMCONST Form 1295.pdf (Public) Logname: 60SLOPETWIN-HMCONST Page 2 of 3 3. 60SLOPETWIN HMCONST MAP.pdf (Public) 4. 60SLOPETWIN-H&MCONST 60 AO 17Rev.docx (Public) 5. 60SLOPETWIN-HMCONST FID Table.pd (CFW Internal) 6. Journal 133147 100520 .MHT (CFW Internal) 7. SAM Humphrey Morton Construction Company Inc.pdf (CFW Internal) Logname: 60SLOPETWIN-HMCONST Page 3 of 3 CITY OF FOR"T WORTH WATER DEPARTMENT ADDENDUM NO.1 SLOPE STABILIZATION SEWER MAIN'S M-280-B AND M-338-B CITY PROJECT NO. 100520 { ADDENDUM RELEASE DATE: June 27,2017 BIDS RECEIVED DATE: July 27,2017 INFORMATION TO BIDDERS: The Plans and Project Manual for the above mentioned project are revised and amended as follows: 1 PROJECT MANUAL 1. SECTION 00 11 13: INVITATION TO BIDDERS Revised bid opening date to"JULY 27,2017" in lieu of"JULY 6,2017". 2, SECTION 00 41 00: BID FORM—Section 4.1 i Revised Time of Completion to be 210 days in lieu of 150. 3. SECTION 00 52 43: AGREEMENT--Section 3.2 Revised completion for Final Acceptance to be within 210 days in lieu of 150. CLAWICATIONS 1, Special Prequalification: a. Special prequalification shall be under a special Slope Stabilization category for use on this project only utilizing the same Water and Sanitary Sewer Requirement documents and providing information in accordance with the Instructions to Bidders Specification Section 00 21 13 and Bidders Prequalifieations Specification Section 00 45 11 relevant to Piers addressed in Cast-in-place Concrete Specification Section 03 30 00 and Gabion Mattresses addressed in Gabions Specification Section 3136 00. b. FabrieatorsAnstallers shall be a specialist in the fabrication and installation of secant piles and twisted gabion mattresses and shall have constructed and installed a minimum of five (5)projects with similar size and scope with the last five(5)years. c. The Contractor shall cause all necessary items for fabrication and installation of secant piles and twisted gabion mattresses specified to be furnished and installed by the fabricator/installer who shall be responsible for the adequacy and compatibility of all components. Slope Stabilization Sewer Main's M-280-B and M-338-B City Project No.100520 Addendum No.1 d. Fabricators4nstallers not previously prequalified shall also submit with their prequal ifi cation submittal a record of the past ten years of experience in the fabrication and installation experience showing ample history of meeting criteria. e. Prequalifications submittal shall be no later than fourteen(14)days prior to the bid opening date. The City will provide a prequalified list seven(7)days prior to the bid opening date in a forthcoming Addendum#2. f. Failure to comply with the prequalification requirements set forth shall result in the rejection of the bid as non-responsive. 2. The Contractor may use temporary pile casings to perform dry secant pile drilling. 3. The Contractor may make a submittal of their specific Gabion Mattress Anchor. 4. The City would suspend calendar days for conditions when the water surface is above elevation 470 with work resuming and calendar days to begin counting within five(5)days after water surface is lower. Please acknowledge receipt of the Addendum in the following locations: (1) In the space provided below. (2) In SECTION 00 4100: BID FORM on Page 3 of 3 in Part 7 Bid Submittal. (3) Indicate in upper case letters on the outside of the sealed bid envelope: "RECEIVED&ACKNOWLEDGED ADDENDUM NO. 1" Failure to acknowledge the receipt of Addendum No. 1 could cause the subject bidder to be considered "NON-RESPONSIVE",resulting in disqualification. RECEIPT AC O EDGED: KARA L. SHUROR INTERIM DIRECTOR B � Y Y: ROBERTO C.SAUCEDA,P.E. Title: � PROJECT MANAGER Slope Stabilization Sewer Maul's M-280-B and M-338-B City Project No,100520 Addendum No.1 CITY OF FORT' W0RTH WATER DEPARTMENT ADDENDUM NO.2 SLOPE STABILIZATION SEWER MAIN'S M-280-B AND M-338-B CITY PROJECT NO. 100520 ADDENDUM RELEASE DATE: July 21,2017 BIDS RECEIVED DATE: July 27,2017 INFORMATION TO BIDDERS: The Plans and Project Manual for the above mentioned project are revised and amended as follows: CLAMICATIONS The prequalified contractors for this project are: 1. Ark Contracting Set-vices LLC 2. DCI Contracting Inc 3. Humphrey&Morton Const Co Inc Please acknowledge receipt of the Addendum in the following locations: (1) In the space provided below. (2) In SECTION 00 4100: BID FORM on Page 3 of 3 in Part 7 Bid Submittal. (3) Indicate in upper case letters on the outside of the sealed bid envelope: "RECEIVED&ACKNOWLEDGED ADDENDUM NO.2" Failure to acknowledge the receipt of Addendum No.2 could cause the subject bidder to be considered "NON-RESPONSIVE",resulting in disqualification. RECEIPT AC EDGED: KARA L.SHUROR INTERIM DIRECTOR By: By: ROBERTO C. CEDA, .E. Title: PROJECT MANAGER Slope Stabilization Sewer Main's M-280-B and M-338-B City Project No.100520 Addendum No.2 CITY OF FORT WORTH WATER DEPARTMENT ADDENDUM NO.3 SLOPE STABILIZATION SEWER MAIN'S M-280-B AND M-338-13 CITY PROJECT NO. 100520 ADDENDUM RELEASE DATE: July 26,2017 BIDS RECEIVED DATE: July 27,2017 INFORMATION TO BIDDERS: The Plans and Project Manual for the above mentioned project are revised and amended as follows: PROJECT MANUAL 1. Specification Section 00 42 43 Proposal Form: Bid Item 16 for Cut off existing sheet piles has been removed. 2. An excel file of the entire Bid Proposal Workbook has been posted to Buzzsaw. CLAIFICATIONS 1. The construction of the secant piles should have reinforcing in every pier. 2. The City will coordinate the cutting and salvaging of the existing sheet piles. The contractor shall coordinate their grading schedule with the City. Please acknowledge receipt of the Addendum in the following locations: (1) In the space provided below. (2) In SECTION 00 41 00: BID FORM on Page 3 of 3 in Part 7 Bid Submittal. (3) Indicate in uppercase letters on the outside of the sealed bid envelope: "RECEIVED&ACKNOWLEDGED ADDENDUM NO.3" Failure to acknowledge the receipt of Addendum No.3 could cause the subject bidder to be considered "NON-RESPONSIVE",resulting in disqualification. RECEIPT ACKNO GED: KARA L.SHIIROR INTERIM DIRECTOR By: By: 01 ROBERTO C.-996CEDA,O.E. Title: PROD ECT MANAGER Slope Stabilization Sewer Main's M-280-B and M-338-B City Project No.100520 Addendum No.3 00 11 13-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 1113 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of Slope Stabilization Sewer Main's M-280-B and M-338-B City 6 Project No. 100520 and 59607-0704300-100520-01780 will be received by the City of Fort 7 Worth Purchasing 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,July 27,2017 and bids will be opened publicly and read aloud at 14 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 1,000 CY of Twisted Gabion Mattresses 19 680 VF of 24"Secant Piles 20 1,270 VF of 36" Secant Piles 21 22 PREQUALIFICATION 23 The improvements included in this project must be performed by a contractor who is pre- 24 qualified by the City at the time of bid opening. The procedures for qualification and pre- 25 qualification are outlined in the Section 00 21 13 —INSTRUCTIONS TO BIDDERS. 26 27 DOCUMENT EXAMINATION AND PROCUREMENTS 28 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 29 of Fort Worth's Purchasing Division website at http://Nvww.fortwortbtexas.goV/pLirchasing/and 30 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 31 Contract Documents may be downloaded,viewed,and printed by interested contractors and/or 32 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 33 Parties Form 1295 and the form must be submitted to the Project Manager before the 34 contract will be presented to the City Council.The form can be obtained at 35 htti)s://www.ethics.state.tx.us/tee/1295-Info.htm . 36 37 Copies of the Bidding and Contract Documents may be purchased from: 38 Brian Darby,P.E. 39 817-446-6877 40 James DeOtte Engineering,Inc. 41 2201 Dottie Lynn Parkway 42 Suite 119 43 Fort Worth,Texas 76120 44 45 A 10%MBE goal has been assigned to this project. The following are amendments to the 46 Business Diversity Enterprise(BDE)Ordinance: 47 Contractors to submit BDE documentation in 2 days 48 0 BDE Documentation must be received by the Purchasing Division by 2pm,on the second 49 City business day after bid opening,exclusive of bid opening day. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 22,2016 001113-2 INVITATION TO BIDDERS Page 2 of 2 1 a If the first Offeror/Contractor does not submit the documentation as required they will be 2 deemed non-responsive. 3 . Project Manager will notify the second offeror in writing that they have until the second 4 City business day by 2pm to have docs in Purchasing Division. 5 a If second offeror is non-responsive the Project Manager will notify the third offeror in 6 writing that they have until the second City business day by 2pm to have docs in 7 Purchasing Division. 8 a 2 day submittal requirement begins on Goals set on April I"going forward 9 . MBEs and SBEs with a Principle Place of Business outside of the 6 County Marketplace 10 must have a Significant Business Presence 11 . Updated BDE (M/WBE) Forms with 2 day submittal requirement are available on 12 Buzzsaw and Public Folders M/WBE 13 14 The cost.of Bidding and Contract Documents is: 15 Set of Bidding and Contract Documents with full size drawings: $60 per set. 16 Set of Bidding and Contract Documents with half size(if available)drawings: $40. 17 18 19 PREBID CONFERENCE 20 A prebid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO 21 BIDDERS at the following location,date,and time: 22 DATE: June 20,2017 23 TIME: 10:00 am 24 PLACE: 311 W.10`s Street 25 Fort Worth,Texas, 76102 26 27 28 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 29 City reserves the right to waive irregularities and to accept or reject bids. 30 31 INQUIRIES 32 All inquiries relative to this procurement should be addressed to the following: 33 Attn: Roberto C. Sauceda,P.E.,City of Fort Worth 34 Email: Robert.Sauceda@fortworthtexas.gov 35 Phone: 817-392-2387 36 AND/OR 37 Attn: Brian Darby,P.E.,James DeOtte Engineering,Inc. 38 Email: BrianDarby@DeOtte-Eng.com 39 Phone: 817-446-6877 40 41 ADVERTISEMENT DATES 42 June 8,2017 43 June 15,2017 44 45 END OF SECTION CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 22,2016 0021 13-1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 4 1. Defined Terms 5 6 1.1.Terms used in these INSTRUCTIONS TO BIDDERS,which are defined in Section 00 72 7 00 -GENERAL CONDITIONS. 8 9 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. 11 12 1.2.1. Bidder: Any person, firm,partnership, company, association,or corporation acting 13 directly through a duly authorized representative, submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2. Nonresident Bidder: Any person, firm,partnership, company,association, or 17 corporation acting directly through a duly authorized representative, submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. 20 21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 22 (on the basis of City's evaluation as hereinafter provided)makes an award. 23 24 2. Copies of Bidding Documents 25 26 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 27 resulting from the Bidders use of incomplete sets of Bidding Documents. 28 29 2.2.City and Engineer in making copies of Bidding Documents available do so only for the 30 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 31 for any other use. 32 33 3. Prequalification of Bidders(Prime Contractors and Subcontractors) 34 35 3.1.All Bidders and their subcontractors are required to be prequalified for the work types 36 requiring prequalification at the time of bidding. Bids received from contractors who are 37 not prequalified(even if inadvertently opened)shall not be considered. Prequalification 38 requirement work types and documentation are as follows: 39 40 3.1.1. Paving—Requirements document located at; 41 https://proiectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 42 %20Construction%2ODocuments/C'ontractor%2OPrcqualification/TPW°/`2OPaving 43 °020Contractor%2OPrcgualifcation%2OProgram/PREQUALIFICATION%20REQ 44 UIREM ENT S%20FOR%20PAVING%2000NTRACTORS.PDF?public 45 46 47 48 49 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised August 21,2015 002113-2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at; 2 https://projectpoiiit.bLIzzsaw.com/fortworthgov/Resources/02%20- 3 %20Consti-tiction%2ODocuments/Contractor%2OPrequalification/TP W%2OPavi ng 4 %20Contractor%20PrequalJ ficat ion%2 OProgram/PREQ UAL IFI CATION%20 REQ 5 UIREMENTS%20FOR%20PAV1NG%2000NTRACTORS.PDF'?public 6 7 3.1.3. Water and Sanitary Sewer—Requirements document located at; 8 https://12rojecti2oint.buzzsaw.com/fortwortligov/Resources/02%20- 9 %20Consti-uction%2ODocuments/'C'ontractor%2OPrequalification/Water%20and%2 10 0San itary%20Sewer%2OContractor4%2OPrequalification%20Program/WSS%20pre 11 qual%20requirements.doc?public 12 13 3.2.Each Bidder unless currently prequalified,must be prepared to submit to City within 14 seven(7)calendar days prior to Bid opening,the documentation identified in Section 00 15 45 11,BIDDERS PREQUALIFICATIONS. 16 17 3.2.1. Submission of and/or questions related to prequalification should be addressed to 18 the City contact as provided in Paragraph 6.1. 19 20 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low 21 bidder(s)for a project to submit such additional information as the City,in its sole 22 discretion may require, including but not limited to manpower and equipment records, 23 information about key personnel to be assigned to the project, and construction schedule, 24 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to 25 deliver a quality product and successfully complete projects for the amount bid within 26 the stipulated time frame. Based upon the City's assessment of the submitted 27 information,a recommendation regarding the award of a contract will be made to the 28 City Council. Failure to submit the additional information,if requested,may be grounds 29 for rejecting the apparent low bidder as non-responsive.Affected contractors will be 30 notified in writing of a recommendation to the City Council, 31 32 3.4.In addition to prequalification, additional requirements for qualification may be required 33 within various sections of the Contract Documents. 34 35 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 36 37 4.1.Before submitting a Bid,each Bidder shall: 38 39 4.1.1. Examine and carefully study the Contract Documents and other related data 40 identified in the Bidding Documents(including"technical data"referred to in 41 Paragraph 4.2.below). No information given by City or any representative of the 42 City other than that contained in the Contract Documents and officially 43 promulgated addenda thereto, shall be binding upon the City. 44 45 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 46 site conditions that may affect cost,progress,performance or furnishing of the 47 Work. 48 49 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 50 progress,performance or furnishing of the Work. 51 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised August 21,2015 002113-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.4. Study all: (i)reports of explorations and tests of subsurface conditions at or 2 contiguous to the Site and all drawings of physical conditions relating to existing 3 surface or subsurface structures at the Site(except Underground Facilities)that 4 have been identified in the Contract Documents as containing reliable "technical 5 data" and(ii)reports and drawings of Hazardous Environmental Conditions,if any, 6 at the Site that have been identified in the Contract Documents as containing 7 reliable "technical data." 8 9 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 10 the information which the City will furnish. All additional information and data 11 which the City will supply after promulgation of the formal Contract Documents 12 shall be issued in the form of written addenda and shall become part of the Contract 13 Documents just as though such addenda were actually written into the original 14 Contract Documents.No information given by the City other than that contained in 15 the Contract Documents and officially promulgated addenda thereto, shall be 16 binding upon the City. 17 18 4.1.6. Perform independent research, investigations,tests,borings, and such other means 19 as may be necessary to gain a complete knowledge of the conditions which will be 20 encountered during the construction of the project. On request, City may provide 21 each Bidder access to the site to conduct such examinations, investigations, 22 explorations,tests and studies as each Bidder deems necessary for submission of a 23 Bid. Bidder must fill all holes and clean up and restore the site to its former 24 conditions upon completion of such explorations, investigations,tests and studies. 25 26 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 27 cost of doing the Work,time required for its completion, and obtain all information 28 required to make a proposal.Bidders shall rely exclusively and solely upon their 29 own estimates,investigation,research,tests,explorations,and other data which are 30 necessary for full and complete information upon which the proposal is to be based. 31 It is understood that the submission of a proposal is prima-facie evidence that the 32 Bidder has made the investigation, examinations and tests herein required. Claims 33 for additional compensation due to variations between conditions actually 34 encountered in construction and as indicated in the Contract Documents will not be 35 allowed. 36 37 4.1.8. Promptly notify City of all conflicts, errors,ambiguities or discrepancies in or 38 between the Contract Documents and such other related documents. The Contractor 39 shall not take advantage of any gross error or omission in the Contract Documents, 40 and the City shall be permitted to make such corrections or interpretations as may 41 be deemed necessary for fulfillment of the intent of the Contract Documents. 42 43 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of: 44 45 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 46 the site which have been utilized by City in preparation of the Contract Documents. 47 The logs of Soil Borings, if any, on the plans are for general information only. 48 Neither the City nor the Engineer guarantee that the data shown is representative of 49 conditions which actually exist. 50 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised August 21,2015 002113-4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.2. those drawings of physical conditions in or relating to existing surface and 2 subsurface structures(except Underground Facilities)which are at or contiguous to 3 the site that have been utilized by City in preparation of the Contract Documents. 4 5 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 6 on request. Those reports and drawings may not be part of the Contract 7 Documents,but the "technical data"contained therein upon which Bidder is entitled 8 to rely as provided in Paragraph 4.02.of the General Conditions has been identified 9 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 10 responsible for any interpretation or conclusion drawn from any"technical data" or 11 any other data,interpretations,opinions or information. 12 13 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 14 that Bidder has complied with every requirement of this Paragraph 4,(ii)that without 15 exception the Bid is premised upon performing and furnishing the Work required by the 16 Contract Documents and applying the specific means,methods,techniques, sequences or 17 procedures of construction(if any)that may be shown or indicated or expressly required 18 by the Contract Documents,(iii)that Bidder has given City written notice of all 19 conflicts,errors,ambiguities and discrepancies in the Contract Documents and the 20 written resolutions thereof by City are acceptable to Bidder,and when said conflicts, 21 etc.,have not been resolved through the interpretations by City as described in 22 Paragraph 6.,and(iv)that the Contract Documents are generally sufficient to indicate 23 and convey understanding of all terms and conditions for performing and furnishing the 24 Work. 25 26 4.4.The provisions of this Paragraph 4,inclusive,do not apply to Asbestos,Polychlorinated 27 biphenyls(PCBs),Petroleum,Hazardous Waste or Radioactive Material covered by 28 Paragraph 4.06. of the General Conditions,unless specifically identified in the Contract 29 Documents. 30 31 5. Availability of Lands for Work,Etc. 32 33 5.1.The lands upon which the Work is to be performed,rights-of-way and easements for 34 access thereto and other lands designated for use by Contractor in performing the Work 35 are identified in the Contract Documents. All additional lands and access thereto 36 required for temporary construction facilities,construction equipment or storage of 37 materials and equipment to be incorporated in the Work are to be obtained and paid for 38 by Contractor. Easements for permanent structures or permanent changes in existing 39 facilities are to be obtained and paid for by City unless otherwise provided in the 40 Contract Documents. 41 42 5.2.Outstanding right-of-way,easements,and/or permits to be acquired by the City are listed 43 in Paragraph SC 4.01 of the Supplementary Conditions.In the event the necessary right- 44 of-way,easements,and/or permits are not obtained.,the City reserves the right to cancel 45 the award of contract at any time before the Bidder begins any construction work on the 46 project. 47 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.I00520 Revised August 21,2015 002113-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 2 way, easements, and/or permits,and shall submit a schedule to the City of how 3 construction will proceed in the other areas of the project that do not require permits 4 and/or easements. 5 6 6. Interpretations and Addenda 7 8 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to 9 City in writing on or before 2 p.m.,the Monday prior to the Bid opening. Questions 10 received after this day may not be responded to. Interpretations or clarifications 11 considered necessary by City in response to such questions will be issued by Addenda 12 delivered to all parties recorded by City as having received the Bidding Documents. 13 Only questions answered by formal written Addenda will be binding. Oral and other 14 interpretations or clarifications will be without legal effect. 15 16 Address questions to: 17 18 City of Fort Worth 19 1000 Throckmorton Street 20 Fort Worth,TX 76102 21 Attn: Robert Sauceda,P.E. Water Department 22 Fax: 817-392-8195 23 Email: Robert.Sauceda@fortworthtexas.gov 24 Phone: 817-392-2387 25 26 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 27 City. 28 29 6.3.Addenda or clarifications may be posted via Buzzsaw at: 30 https://projectpoint.buzzsaw.com/fortworthgov/Infrastructure Projects/100520 - Slope 31 Stabilization M-280-B and M-388-B/Bid Documents Package 32 33 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or 34 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 35 Project. Bidders are encouraged to attend and participate in the conference. City will 36 transmit to all prospective Bidders of record such Addenda as City considers necessary 37 in response to questions arising at the conference. Oral statements may not be relied 38 upon and will not be binding or legally effective. 39 40 7. Bid Security 41 42 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 43 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 44 the requirements of Paragraphs 5.01 of the General Conditions. 45 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised August 21,2015 002113-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award,City may consider Bidder to be in 4 default,rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 8. Contract Times 10 The number of days within which,or the dates by which,Milestones are to be achieved in 11 accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 13 attached Bid Form. 14 15 9. Liquidated Damages 16 Provisions for liquidated damages are set forth in the Agreement. 17 18 10. Substitute and "Or-Equal" Items 19 The Contract, if awarded,will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or"or-equal" items. 21 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or"or- 22 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 23 City,application for such acceptance will not be considered by City until after the Effective 24 Date of the Agreement. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6.05A.,6.05B.and 6.05C. of the General 26 Conditions and is supplemented in Section 0125 00 of the General Requirements. 27 28 11. Subcontractors,Suppliers and Others 29 30 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 31 12-2011 (as amended),the City has goals for the participation of minority business 32 and/or small business enterprises in City contracts.A copy of the Ordinance can be 33 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 34 SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime Contractor 35 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 36 Venture Form as appropriate.The Forms including documentation must be received 37 by the City no later than 2:00 P.M. CST,on the second business days after the bid 38 opening date. The Bidder shall obtain a receipt from the City as evidence the 39 documentation was received.Failure to comply shall render the bid as non- 40 responsive. 41 42 11.2. No Contractor shall be required to employ any Subcontractor, Supplier,other person 43 or organization against whom Contractor has reasonable objection. 44 45 12. Bid Form 46 47 12.1. The Bid Form is included with the Bidding Documents;additional copies may be 48 obtained from the City. 49 t CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-33 8-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised August 2I,2015 002113-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item,alternative, and unit 4 price item listed therein. In the case of optional alternatives,the words "No Bid," 5 "No Change," or"Not Applicable"may be entered. Bidder shall state the prices, 6 written in ink in both words and numerals,for which the Bidder proposes to do the 7 work contemplated or furnish materials required. All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals,the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner,whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. All names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of 33 which shall be filled in on the Bid Form. 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents, 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to Purchasing Manager of the City,and shall be enclosed in an opaque sealed 46 envelope, marked with the City Project Number,Project title,the name and address of 47 Bidder,and accompanied by the Bid security and other required documents. If the Bid is sent 48 through the mail or other delivery system,the sealed envelope shall be enclosed in a separate 49 envelope with the notation "BID ENCLOSED"on the face of it. 50 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised August 21,2015 002113-8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14. Modification and Withdrawal of Bids 2 3 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 4 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 5 must be made in writing by an appropriate document duly executed in the manner 6 that a Bid must be executed and delivered to the place where Bids are to be submitted 7 at any time prior to the opening of Bids. After all Bids not requested for withdrawal 8 are opened and publicly read aloud,the Bids for which a withdrawal request has been 9 properly filed may,at the option of the City,be returned unopened. 10 11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 16 abstract of the amounts of the base Bids and major alternates(if any)will be made available 17 to Bidders after the opening of Bids. 18 19 16. Bids to Remain Subject to Acceptance 20 All Bids will remain subject to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may,at 22 City's sole discretion,release any Bid and nullify the Bid security prior to that date. 23 24 17. Evaluation of Bids and Award of Contract 25 26 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 27 to reject any or all nonconforming, nonresponsive,unbalanced or conditional Bids 28 and to reject the Bid of any Bidder if City believes that it would not be in the best 29 interest of the Project to make an award to that Bidder,whether because the Bid is 30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 31 meet any other pertinent standard or criteria established by City. City also reserves 32 the right to waive informalities not involving price,contract time or changes in the 33 Work with the Successful Bidder. Discrepancies between the multiplication of units 34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 35 between the indicated sum of any column of figures and the correct sum thereof will 36 be resolved in favor of the correct sum. Discrepancies between words and figures 37 will be resolved in favor of the words. 38 39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 40 among the Bidders,Bidder is an interested party to any litigation against City, 41 City or Bidder may have a claim against the other or be engaged in litigation, 42 Bidder is in arrears on any existing contract or has defaulted on a previous 43 contract,Bidder has performed a prior contract in an unsatisfactory manner, or 44 Bidder has uncompleted work which in the judgment of the City will prevent or 45 hinder the prompt completion of additional work if awarded. 46 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised August 21,2015 002113-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers,and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers, and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs,maintenance requirements,performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 9 10 17.3. City may conduct such investigations as City deems necessary to assist in the 11 evaluation of any Bid and to establish the responsibility,qualifications, and financial 12 ability of Bidders,proposed Subcontractors, Suppliers and other persons and 13 organizations to perform and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. 15 16 17.4. Contractor shall perform with his own organization,work of a value not less than 17 35%of the value embraced on the Contract,unless otherwise approved by the City. 18 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 31 to be awarded,City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 18. Signing of Agreement 39 When City issues a Notice of Award to the Successful Bidder,it will be accompanied by the 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 41 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds, Certificates of Insurance, and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised August 21,2015 003513 BID FORM Page 1 of 1 SECTION 00 3513 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. http://www.eth ics.state.tx.u stforms/CIQ.r)df htti)://www.ethics.state.tx.us/formsiCIS.0 CIQ Form is on file with Cit Secretary rY ❑ 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: Humphrey& Morton Construction Company, Inc By: Jos III P.O. Box 8057 Signature: Fort Worth TX 76124 Title: Vice Presiden END OF SECTION CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.190520 Form Revised 20120327 Bid Proposil.xlsx 0041 00 BID FORM Page 1 of 3 SECTION 00 4100 BID FORM TO: The Purchasing Manager c/o:The Purchasing Division 1000 Throckrnorton Street City of Fort Worth,Texas 76102 FOR: Slope Stabilization Sewer Main's M-280-B and M-388-B City Project No.: 100520 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association,organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt,fraudulent, collusive,or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice"means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice"means an intentional misrepresentation of facts made(a)to influence the bidding process to the detriment of City(b)to establish Bid prices at artificial non-competitive levels, or(c)to deprive City of the benefits of free and open competition. c. "collusive practice"means a scheme or arrangement between two or more Bidders,with or without the knowledge of City,a purpose of which is to establish Bid prices at artificial, non- competitive levels. d. "coercive practice"means harming or threatening to harm,directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Form Revised 20150821 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook-2017-05-30 004100 BID FORM Page 2 of 3 3. Pmqualification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Twisted Gabion Matresses b. Secant Piles 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 210 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: & 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 glow is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Total Bid CiTY OF FORT WORTH Slope Stabilization Sewer Main's M-280-8 and M-338-8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Form Revised 20150821 100520-00 44 00_W 43 1300 42 4300 43 3T_00 45 12_00 35 13 Bid Proposal Workbook-201 T-07-26.xlsx 0041 00 BID FORM Page 3 of 3 7. Bid Submittal This Bid is subm!5edl., on July 27,2017 by the entity named below. Respectfu submitted Receipt is acknowledged of the following Addenda: In iaV By: Addendum No. 1: (S nat re) Addendum No. 2: Addendum No.1 Cill Addendum No.4: (Printed Name) Title: Vice President Company: Humphrey&Morton Construction Company, Inc Corporate Seal. Address: P.Q.Box 8057 Fort Worth TX 78124 State of Incorporation: Texas Email: josh humphreyandmgrton.com Phone: 817-478-8088 END OF SECTION CITY OF FORT WORTH Slope Stabilization Sewer Main's M-2a0-s and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No 100520 Form Revised 20150821 100520-00 41 00_00 43 1300 42 4300 43 37_00 45 12_00 35 13 Bid Proposal Workbook-2017-07-26.Asx 00 4,T 43 HM KC AL ei. SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application ftoject Item Infontlation Bidder's pro;Msai Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No, Section No. Meastae Quantity 1 3123.0101 Unclassified Excavation by Plan 312316 CY 13300 $ 28.09 $373,597.00 2 3124.0101 Embankment by Plan 31 24 00 CY 5250 $ 28.32 $148,680.00 3 9999.000124"Secant Piles 03 30 00 VF 680 $ 172.00 $116,960.00 4 19999,0002 36"Secant Piles 03 30 00 VF 1270 $ 376.00 $477,520.00 5 9999.0003 Concrete Coping 03 30 00 CY 190 $ 533.00 $101,270.00 6 3136.0104 Twisted Gabion Mattresses 3136 00 CY 1000 $ 350.00 $350,000.00 7 3291.0100 Topsoil(6-inch) 3291 19 CY 600 $ 16.17 $9,702.00 8 3292.0400 Seeding,Hydromulch(Scorched Earth 329213 SY 3220 $ 3.68 $11,849.60 Recovery Mix @ 9#I acre with Soil Retention Blanket) 9 13292.0500 Seeding,Soil Retention Blanket 329313 SY 3220 $ 3.26 $10,497.20 10 3293.0102 Plant 2"Tree(Cotton Wood and Willow) 32 93 43 EA 260 $ 633.00 $164,580.00 11 3125.0101 SWPPP z 1 acre 312500 LS 1 $ 12,122.00 $12,122.00 12 9999.0004 Construction Survey 017123 LS 1 S 3,595.00 $3,595.00 13 9999.0005 Construction Staking 01 71 23 LS 1 $ 11,163.00 $11,163.00 14 9999.0006 Construction Allowance 99 99 00 I LS 1 $65,000.00 $65,000.00 15 19999.0007 Archeological Monitoring ndix t?a 10 $1,10a001 $11,000.00 Total Bid 1 $1,867,535.801 END OF SECTION CITY OF FORT WORTH Slope stsbilizam Sewer Maio s M-297-B and M-339-B STANDARD CONSTRUCTM SPECIFICATION DOCUM SrM City PMjM No,I00S20 Form ReYiaed 20120120 1 ODS20-00 41 00 00 43 1200 42 43-M 43 37,010 45 1200 13 13 Bid Propomt Wo&book-2017-07 Xxbs an4a 1s BID BOND Page 1 of 1 SECTION 00 4313 BID BOND KNOWALL BY THESE PRESENTS: That we,(Bidder Name) Humphrey&Morton Construction Company,inc. hereinafter called the Principal,and(Surety Name) Hartford Fire Insurance Company a corporation or firm duly authorized to transact Surety business in the State of Texas,hereinafter called the Surety,are held and firmly bound unto the City, hereinafter called the Obligee. in the sum of Five Percent of Greatest Amount Bid i59b) ----__ ___v__._ _ _ _�.�__ ��__ and No/100 Dollars (S___ ___.�_ _ ._.__._ _ __} the payment of which sum will be well and uuly made and the Said Principal and the-said Surety.bind ourselves.our heirs.cxecutors,administrator,,.successoTs and assigns,jointly and severally,firm by thest presents. WHEREAS, the Principal has submitted a proposal to perform work for the following project of the Obligee, identified as Slope Stabilization Sewer Main's M-280-B and M-388-B 0 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 CXCLUtion o 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 ofthe Principal and/or Surety.not to exceed the penalty hereof,and shall be used to compensate Obligee for the difference between Principal's Total aid Amount and the next selected Bidder's Total Bid Amount. SIGNED this th day of July .2097. By: HUMPHREY&MORTO 0SR CTION C PA Y,INC. Josh R.Gill.Vice President (Si ture and Title of Principal) 'By: HARTFORD FIRE INSUR NCE COMPANY Kyle W.Sweeney,Attorney-in-Fact ignature of Attorney- -Fact) *Attach PowcrofAttorney(Surety)for Atiomcy-in-Fact Impressed Surety Seal Only END OF SECTIO! CITY OF FORT WORTH Slope Stahilvatwn Sewer Ntain's M,280-5 and M-33a-B STANDARD CONS"r'RUCTION SPECIFICATION DOCUMENTS City ProiEet tlo 100520 Pnim Rmsed 2011061-7 00 41 OO DO 43 13 UO 42 43 Of)43 37 0 45 17 Oft 35 13 Sid Prooasel wor�.lwok-2017.05.30 Direct lnquirfes/Claims to: POWER OF .ATTORNEY THE HARTFORD BOND,T-4 One Hartford Plaza Hartford,Connecticut 06155 call:8$8-266-3488 or fax:860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 46-501533 X� Hartford Fire insurance Company, a corporation duly organized under the laws of the State of Connecticut 0 Hartford Casualty insurance Company,a corporation duly organized under the laws of the State of Indiana Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut Hartford Underwriters Insurance Company,a corporation duly organized tinder the laws of the State of Connecticut Twin City Fire Insurance Company,a corporation duly organized under the laws of the State of Indiana Hartford insurance Company of Illinois, a corporation duly organized tinder the laws of the State ofll linois Hartford Insurance Company of the Midwest,a corporation duly organized under the laws of the State of Indiana Hartford insurance Company of the Southeast,a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut,(hereinafter collectively referred to as the"Companies")do hereby make, constitute and appoint, up to the amount of unlimited: Charles D. Sweeney, Kyle W. Sweeney,Michael A_ Sweeney, Bobby E. Mayo, Elizabeth Gray of Ft Worth, TX their true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies)only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof,on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof,and as authorized by a Resolution of the Board of Directors of the Companies on January 22, 2004 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed,duly attested by its Assistant Secretary. Further,pursuant to Resolution of the Board of Directors of the Companies,the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. p � r?..6a• •tett� s too n �... ,� l3 1667 Q • $ f 1�3 • �¢.a • art ®te+n tt`!' r•�na1► S�si 1g74����•f fY74 �s I9T9 � M if• Ip•f�� • �''tt q•15 �IMN� ..a Wesley W.Cowling,Assistant Secretary M Ross Fisher,Assistant Vice President STATE OF CONNECTICUT ss. Hartford COUNTY OF HARTFORD On this 3d day of March, 2008, before me personally came M. Ross Fisher, to me known,who being by me duly sworn,did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument, that he knows the seals of the said corporations, that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. (l � •� �� Scen E Paseka Notary Public CERTFICATE My Commission Expires October 31,2012 1,the undersigned,Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is still in full force effective as of July 27,2017 . Signed and sealed at the City of Hartford. ri fyy 0-i ,,>i1�a� ` e•.te x�� ��t 0 �.� ♦ +na 5a•f� • •4816► T9 i Gary W.5tumper,Assistant Vice President 004337 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders.This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-stats 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 nonresidents principal 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 afStette Here: ` *, 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 ofStati Hm.,6r a",our principal place of business, are not required to underbid resident bidders. Bg'rhe principal place of business of our company or our parent company or majority owner is In the State of Texas. o BIDDER: Humphrey&Morton Construction Company,Inc By: sh Gill P.0.Box 8057 (Sign tore Fort Worth TX 76124 Title/vice President Date: Loe It. END OF SECTION CITY OF FORT WORTH Sopa Stabibzation Sewer Mains M-280-B and M-338-8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cpy Project No.100520 Form Revised 20110827 100520-00 410000 43 1300 42 43-00 43 37_00 4612 00 35 13_Id Proposal Workbook-201707-28a 004511 -1 BIDDERS PREQUALIFICATIONS Page 1 o1`3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary.All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s)listed must submit Section 00 45 13,Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven(7)days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application,the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents(Corporate Charter,Articles 23 of Incorporation,Articles of Organization,Certificate of Formation, LLC 24 Regulations,Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 0045 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 4 5 6 7 8 END OF SECTION 9 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 00 45 12 BID FORM Page 1 of 1 SECTION 00 46112 PREQUA!_IFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s)listed. Major Work Type ContractorlSubcontractor Company Name Prequalification Expiration Date Twisted Gabion Matresses Humphrey&Morton Secant Piles Humphrey&Morton #REF! #REF! The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Humphrey& Morton Construction Company, Inc : Josh Gi P.O. Box 8057 f Sig atu Fort Worth TX 76124 Title: Vice President Date: 0 END OF SECTION CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-8 and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Form Revised 20120120 100520-00 410000 4313_00 42 43_00 43 37_00 4512_00 3513_Bid Proposal Workbook-2017-07-26.XISz FoRTWORTH SECTION 00 4513 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Mark only one: Individual Limited Partnership Name under which you wish to qualify General Partnership Corporation Limited Liability Company Post Office Box City State Zip Code Street Address (required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH,TEXAS 76102-6311 AND MARK THE ENVELOPE: `BIDDER PREQUALIFICATION APPLICATION" 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 F] Has less than$6,000,000.00 in annual gross receipts OR F] 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 Augur Boring-Greater than 24-inch diameter casing and greater 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised December 20,2012 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 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised December 20,2012 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised December 20,2012 0045 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 004513-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Is partnership general, limited,or registered limited liability partnership? Vice Presidents File No. (if Limited Partnership) General Partners/Officers Secretary Limited Partners(if applicable) Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Individuals authorized to sign for Partnership Officers or Managers(with titles,if any) Except for limited partners,the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals,please attach a certified copy of the corporate resolution, corporate minutes,partnership agreement,power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised December 20,2012 004513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment $ TOTAL BALANCESHEET ITEM QUANTITY ITEM DESCRIPTION VALUE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various- TOTAL 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised December 20,2012 004513-8 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. Firm 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised December 20,2012 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I l SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a),as amended,Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 100520.Contractor further certifies that,pursuant to Texas Labor Code,Section 7 406.096(b),as amended,it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 M�ONTRACTO 11 /� I � 12 O�int tl-t Cl i p YL &a')2 fli4 L. By: 1'I 13 Company ( ease Pr' 14 n 15 , Q �� �i 15� � Signature: 16 Address 17 18 a r` j 710 Z Title: 19 City/State/Zip (Please Print) 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 BEFORE ME,the dersigned authority,on this day personally appeared 27 t rlslti ., i I ,known to me to be the person whose name is 28 su scribed to the for om t tru enL c awledged to me that he/she executed the same as 29 the act and deed of �fY i� , �ma. for the purposes and 30 consideration therem expressed and In the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 33 dJJA 204. 34 35 36 fvIARGO BRIAN 37 Not ublic' and for the State of Texas Notary Public,State of Texas Notary ID MS36101.1 38 MY Commission Expires May 17,2021 39 F SECTION 40 OFFICIAL It ORD CITY SECRETARY FT.WORTH,TX CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 004540-1 Minority Business Enterprise Specifications Page 1 of 2 1 SECTION 00 45 40 2 Minority Business Enterprise Specifications 3 4 APPLICATION OF POLICY 5 If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal.is 6 applicable. 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 10 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 11 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 12 13 MBE PROJECT GOALS 14 The City's MBE goal on this project is 10% of the total bid value of the contract (Base bid applies to 15 Parks and Community Services). 16 17 Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror 18 must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. 19 20 COMPLIANCE TO BID SPECIFICATIONS 21 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to 22 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 23 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or 24 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or 25 3. Good Faith Effort documentation,or; 26 4. Prime Waiver documentation. 27 28 SUBMITTAL OF REOUIRED DOCUMENTATION 29 The applicable documents must be received by the Purchasing Division, within the following times 30 allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall 31 deliver the MBE documentation in person to the appropriate employee of the purchasing division and 32 obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the 33 time allocated. A faked and/or emailed copy will not be accepted 34 1. Subcontractor Utilization Form,if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form,if day after the bid opening date, exclusive of the bid opening participation is less than statedgoal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form,if no day after the bid opening date, exclusive of the bid opening MBE participation: date. 4. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contracting/supplier work: date. 35 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised June 9,2015 004540-2 Minority Business Enterprise Specifications Page 2 of 2 1 5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day after the bid opening date, exclusive of the bid opening date. 2 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE 3 WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. 4 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR 5 BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. 6 7 Any Questions,Please Contact The M/WBE Office at(817)212-2674. 8 END OF SECTION 9 10 11 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised June 9.2015 00 52 43-1 Agreement Pagel of 5 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on is made by and between the City of Forth 5 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 6 ("City"), and Humphrey & Morton Construction Company, Inc., authorized to do business in 7 Texas, acting by and through its duly authorized representative, ("Contractor"). 8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1.WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2.PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 Slope Stabilization Sewer Mains M280B&M338B 17 Project No 100520 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 210 days after the date when the 24 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that City will 27 suffer financial loss if the Work is not completed within the times specified in Paragraph 28 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 29 General Conditions. The Contractor also recognizes the delays, expense and difficulties 30 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 31 is not completed on time. Accordingly, instead of requiring any such proof, Contractor 32 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 33 City Six Hundred Fifty Dollars ($650.00) for each day that expires after the time 34 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 35 Acceptance. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-33 8-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised January 6,2017 005243-2 Agreement Page 2 of 5 36 Article 4. CONTRACT PRICE 37 City agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of One Million Eight Hundred Sixtv-Seven Thousand 39 Five Hundred Thirty-Five Dollars and Eighty Cents($1,867,535.80). 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 A. The Contract Documents which comprise the entire agreement between City and 43 Contractor concerning the Work consist of the following: 44 1. This Agreement. 45 2. Attachments to this Agreement: 46 a. Bid Form 47 1) Proposal Form 48 2) Vendor Compliance to State Law Non-Resident Bidder 49 3) Prequalification Statement 50 4) State and Federal documents(project specific) 51 b. Current Prevailing Wage Rate Table 52 c. Insurance ACORD Form(s) 53 d. Payment Bond 54 e. Performance Bond 55 f. Maintenance Bond 56 g. Power of Attorney for the Bonds 57 h. Worker's Compensation Affidavit 58 i. MBE and/or SBE Commitment Form 59 j. Form 1295 Certification No. 60 3. General Conditions. 61 4. Supplementary Conditions. 62 5. Specifications specifically made a part of the Contract Documents by attachment 63 or, if not attached, as incorporated by reference and described in the Table of 64 Contents of the Project's Contract Documents. 65 6. Drawings. 66 7. Addenda. 67 8. Documentation submitted by Contractor prior to Notice of Award. 68 9. The following which may be delivered or issued after the Effective Date of the 69 Agreement and,if issued, become an incorporated part of the Contract Documents: 70 a. Notice to Proceed. 71 b. Field Orders. 72 c. Change Orders. 73 d. Letter of Final Acceptance. 74 75 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised January 6,2017 005243-3 Agreement Page 3 of 5 77 Article 6.INDEMNIFICATION 78 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 79 expense, the city, its officers, servants and employees, from and against any and all 80 claims arising out of,or alleged to arise out of, the work and services to be performed 81 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 82 under this contract. This indemnification provision is specifically intended to operate 83 and be effective even if it is alleged or proven that all or some of the damages being 84 sought were caused, in whole or in part, by any act, omission or negligence of the city. 85 This indemnity provision is intended to include, without limitation, indemnity for 86 costs,expenses and legal fees incurred by the city in defending against such claims and 87 causes of actions. 88 89 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 90 the city,its officers, servants and employees,from and against any and all loss,damage 91 or destruction of property of the city,arising out of,or alleged to arise out of,the work 92 and services to be performed by the contractor, its officers, agents, employees, 93 subcontractors, licensees or invitees under this contract. This indemnification 94 provision is specifically intended to operate and be effective even if it is alleged or 95 proven that all or some of the damages being sought were caused, in whole or in part, 96 by any act,omission or negligence of the city. 97 98 Article 7.MISCELLANEOUS 99 7.1 Terms. 100 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 101 have the meanings indicated in the General Conditions. 102 7.2 Assignment of Contract. 103 This Agreement, including all of the Contract Documents may not be assigned by the 104 Contractor without the advanced express written consent of the City. 105 7.3 Successors and Assigns. 106 City and Contractor each binds itself, its partners, successors, assigns and legal 107 representatives to the other party hereto, in respect to all covenants, agreements and 108 obligations contained in the Contract Documents. 109 7.4 Severability. 110 Any provision or part of the Contract Documents held to be unconstitutional, void or 111 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 112 remaining provisions shall continue to be valid and binding upon CITY and 113 CONTRACTOR. 114 7.5 Governing Law and Venue. 115 This Agreement, including all of the Contract Documents is performable in the State of 116 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 117 Northern District of Texas,Fort Worth Division. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised January 6,2017 005243-4 Agreement Page 4 of 5 118 7.6 Other Provisions. 119 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is 120 classified, promulgated and set out by the City, a copy of which is attached hereto and 121 made a part hereof the same as if it were copied verbatim herein. 122 7.7 Authority to Sign. 123 Contractor shall attach evidence of authority to sign Agreement, if other than duly 124 authorized signatory of the Contractor. 125 126 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised January 6,2017 005243-5 Agreement Page 5 of 5 127 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple 128 counterparts. 129 130 This Agreement is effective as of the last date signed by the Parties("Effective Date"). 131 ,,}} Contractor: d �r zf/V�� w1'Ovx City of Fort Wort , �,� n c, I�;(4 — By: Jesus J. Chapa Assistant City Manager ( gna re) Date ld`v?-3 7 7 FQRT / .W v ` Attest: ( (Printed Name) City Secr aryl (Seal) ` ss F_- Title: Address: �A' M&C C - Date: q— City/State/Zip: r.�•Wor4l--�Y, 171P1211 Contract Compliance Manager: By signing,I acknowledge that I am the person responsible for the monitoring and Date administration of this contract,including ensuring all performance a orting require oberto auc , E. Senior Professional Manager A roved as-to Form and Legality: 4 — DouglaWBIack Senior Assistant City Attorney 132 133 134 APPROVAL RECOMMENDED: 135 13 137 138 Chris Harder,P.E. 139 ASSISTANT DIRECTOR, OFFICIAL RECORD 140 Water Department 141 CITY SECRETARY PT.WORTH, TX. L.-�.. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised January 6,2017 PROHIBITION ON CONTRACTS WITH COMPANIES BOYCOTTING ISRAEL Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government Code, the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. The terms "boycott Israel" and "company" shall have the meanings ascribed to those terns in Section 808.001 of the Texas Government Code. By signing this contract, Contractor certifies that Contractor's signature p written verification to the City that Contractor: (1) does not boycot srael; nd (2 wi not boycott Israel during the term of the contract. Signatu Vice President Title September 19, 2017 Date OFFICIAL RECORD CITY SECRETARY FT WORTH,TX 0061 13- I PERFORMANCE BOND Page I of 2 Bond No. 46BCSDM0399 1 SECTION 00 61 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Humphrey& Morton Construction Company, Inc. known as 9 "Principal" herein and Hartford Fire Insurance Company a corporate 10 surety(sureties, if more than one)duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal 13 sum of, One Million, Eight Hundred Sixty-Seven Thousand, Five Hundred Thirty-Five Dollars & 14 Eighty Cents($1,867,535.80), lawful money of the United States,to be paid in Fort Worth, 15 Tarrant County,Texas for the payment of which sum well and truly to be made, we bind 16 ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, 17 firmly by these presents. 18 WHEREAS, the Principal has entered into a certain written contract with the City 19 awarded the day of , 20 , which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 21 labor and other accessories defined by law, in the prosecution of the Work, including any Change 22 Orders, as provided for in said Contract designated as Slope Stabilization Sewer Mains M280B & 23 M338B, City Project No. 100520. 24 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 25 shall faithfully perform it obligations under the Contract and shall in all respects duly and 26 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 27 specifications, and contract documents therein referred to, and as well during any period of 28 extension of the Contract that may be granted on the part of the City, then this obligation shall be 29 and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH Slope Stabilization Sewer Mains M280B&M338B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 0061 13-2 PERFORMANCE BOND Page 2 of 2 Bond No. 46BCSDMO399 1 PROVIDED FURTHER,that if any legal action be filed on this Bond, venue shall lie in 2 Tarrant County,Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and officers on this the day of ,20_. 9 PRINCIPAL: 10 HUMPH ORTO 1 11 CON UCTI N CQKPANY, INC. 12 13 B 14 gnat e 15 ATTEST: 16 17 �63� Josh R. Gill,Vice President 18 (Principal)VSecretary U Name and Title 19 20 Address: P.O.Box 8057 21 Fort Worth,Texas 76124 22 23 &,a,- 24 Witnes as to Pr cipal 25 SURETY: 26 HARTFORD FJRE SURANCE 27 COMPANY 28 29 BY: 30 atu 31 32 Kyle W. Sweeney, Attomey-in-Fa t 33 Name and Title 34 35 Address: 3000 Internet Blvd. Suite 600 36 Frisco,Texas 75034 37 38 39 Witness a to Surety E izabeth Gray U Telephone Number:469-287-1023 40 41 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 42 from the by-laws showing that this person has authority to sigii-such obligation. If 43 Surety's physical address is different from its mailing addFes ;boltt}sCie provided. 44 The date of the bond shall not be prior to the date the C(xltract is awarded '; CITY OF FORT WORTH Slope Stabilization Sewer Mains M280B&M338B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 0061 14-1 PAYMENT BOND Page I of 2 Bond No. 46BCSDM3099 1 SECTION 00 61 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Humphrey& Morton Construction Company, Inc. known as "Principal" 9 herein, and Hartford Fire Insurance Company a corporate surety 10 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein 11 (whether one or more), 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, known as "City" herein, in the 13 penal sum of One Million, Eight Hundred Sixty-Seven Thousand, Five Hundred Thirty-Five 14 Dollars & Eighty Cents ($1,867,535.80), lawful money of the United States, to be paid in Fort 15 Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we bind 16 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 17 firmly by these presents: 18 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 19 day of , 20_, which Contract is hereby referred to and made a part 20 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and 21 other accessories as defined by law, in the prosecution of the Work as provided for in said 22 Contract and designated as Slope Stabilization Sewer Mains M280B & M33813, City Project No. 23 100520. 24 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 25 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 26 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 27 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 28 force and effect. 29 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 30 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 31 accordance with the provisions of said statute. 32 CITY OF FORT WORTH Slope Stabilization Sewer Mains M280B&M338B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July I,2011 00 61 14-2 PAYMENT BOND Page 2 of 2 Bond No. 46BCSDM3099 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 day of , 20 3 PRINCIPAL: HUMPHREO TON. CONS CTION O ANY INC. ATTEST: BY: C_ Signatu Josh Gill Vice President (Principal) ecretary Name and Title Address: P.O. Box 8057 FortWorth, Texas 76124 Witness as to P iricip SURETY: HARTFORD FIRE INSURANCE COMPANY ATTEST: BY: _ '— i Sig re ((ff Kyle W. Sweeney, Attorney-in-Fact (Surety) Secretary Wesley W. Cowling Name and Title Address: 3000 Internet Blvd., Suite 600 Frisco,Texas 75034 Witness to Surety Elizabeth ray Telephone Number: 469-287-1023 4 5 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 6 bylaws showing that this person has authority to sign Such obligation. If Surety's physical 7 address is different from its mailing address, both must be provided. 8 9 The date of the bond shall not be prior to the date the Contract is awarded. 10 END OF SECTION ll CITY OF FORT WORTH Slope Stabilization Sewer Mains M280B&M338B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July I,2011 0061 19-1 MAINTENANCE BOND Page 1 of 3 Bond No. 46BCSDMO399 1 SECTION 00 61 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Humphrey&Morton Construction Company, Inc. , known as "Principal" 9 herein and Hartford Fire Insurance Company , a corporate surety(sureties, if 10 more than one)duly authorized to do business in the State of Texas, known as"Surety" herein 11 (whether one or more), 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, known as"City"herein, in the sum 13 of One Million, Eight Hundred Sixty-Seven Thousand,Five Hundred Thirty-Five Dollars& 14 Eighly Cents $1,867,535.80) lawful money of the United States,to be paid in Fort Worth, 15 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 16 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly 17 and severally, firmly by these presents. 18 19 WHEREAS,the Principal has entered into a certain written contract with the City awarded 20 the_day of , 20_, which Contract is hereby referred to and a made part 21 hereof for all purposes as if fully set forth herein,to furnish all materials, equipment labor and 22 other accessories as defined by law, in the prosecution of the Work, including any Work resulting 23 from a duly authorized Change Order(collectively herein,the"Work")as provided for in said 24 contract and designated as Slope Stabilization Sewer Mains M280B & M33 8B,City Project No. 25 100520; and 26 27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans, specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two (2)years 30 after the date of Final Acceptance of the Work by the City("Maintenance Period"); and 31 32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 33 upon receiving notice from the City of the need thereof at any time within the Maintenance 34 Period. CITY OF FORT WORTH Slope Stabilization Sewer Mains M280B&M338B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 0061 19-2 MAINTENANCE BOND Page 2 of 3 Bond No. 46BCSDMO399 1 2 NOW THEREFORE, the condition of this obligation is such that if Principal shall 3 remedy any defective Work, for which timely notice was provided by City, to a completion 4 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 5 full force and effect. 6 7 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 8 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 9 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 10 the Surety under this Maintenance bond; and 11 12 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 13 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 14 Worth Division; and 15 16 PROVIDED FURTHER,that this obligation shall be continuous in nature and 17 successive recoveries may be had hereon for successive breaches. 18 19 20 CITY OF FORT WORTH Slope Stabilization Sewer Mains M280B&M338B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 00 61 19-3 MAINTENANCE BOND Page 3 of 3 Bond No. 46BCSDMO399 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 day of , 20_ 3 4 PRINCIPAL: 5 HUMPHR M TO 6 CON UCTIO C 'ANY.INC. 7 8 B 9Si atur 10 ATTEST: it 12 _ Josh R. Gill, Vice President 13 (Princi al) Acretary Name and Title 14 15 Address: P.O. Box 8057 16 Fort Worth Texas 76124 17 18 19 Witness as to Principala 20 SURETY: 21 HARTFORD,-VIRE INSURANCE 22 COMPAI\ 23 24 BY: 25 4ffgnat/Z>�� ure 26 27 Kyle W. Sweeney, Attorney-in Fact 28 ATTEST: Name and Title 29 Lam: C 30 Address: 3000 Internet Blvd., Suite 600 31 (Surety) Secretary Wesley W. Cowling Frisco, Texas 75034 32 33 34 Witness a o Surety Elizabeth Gray Telephone Number: 469-287-1023 35 36 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 37 from the by-laws showing that this person has authority to sign such obligation. If 38 Surety's physical address is different from its mailing address, both must be provided. 39 The date of the bond shall not be prior to the date the Contract is awarded. 40 CITY OF FORT WORTH Slope Stabilization Sewer Mains M280B&M338B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No 100520 Revised July 1,2011 IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener informacion o para someter una queja. You may contact your agent. Puede comunicarse con su agente. You may call Hartford Insurance Group at the toll free telephone number for information or to Usted puede Ilamar al numero de telefono make a complaint at: gratis de The Hartford Insurance Group para indormacion o para someter una queja al 1-800-392-7805 1-800-392-7805 You may also write to The Hartford: Usted tambien puede escribir a The Hartford. The Hartford The Hartford Hartford Financial Products 2 Park Avenue, 5th Floor Hartford Financial Products 2 Park Avenue, 5th Floor New York, New York 10016 1-212-277-0400 New York, New York 10016 1-212-277-0400 You may contact the Texas Department of Insurance to obtain information on companies, Puede comunicarse con el Departamento de coverages, rights or complaints at: Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 1-800-252-3439 You may write the Texas Department of Puede escribir al Departamento de Seguros de Insurance Texas P.O. Box 149104 P.O. Box 149104 Austin, TX 78714-9104 Austin, TX 78714-9104 Fax Number (512) 475-1771 Fax Number (512) 475-1771 Web: http://www.tdi.state.tx.us Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIMS DISPUTES: Should DISPUTAS SOBRE PRIMAS O RECLAMOS: you have a dispute concerning your Si tiene una disputa concerniente a su premium or about a claim you should prima o a un reclamo, debe comunicarse contact the agent first. If the dispute is not con su agente primero. Si no se resuelve la resolved, you may contact the Texas disputa, puede entonces comunicarse con Department of Insurance. el departamento (TDI). ATTACH THIS NOTICE TO YOUR POLICY: UNA ESTE AVISO A SU POLIZA: Este aviso This notice is for your information only and es solo para proposito de informacion y no does not become a part or condition of the se convierte en parte o condicion del attached document. documento adjunto. F-4275-1, .ITX4275-1 HR 42 H006 00 0807 Direct Inquiries/Claims to: T POSTER OF ATTORNEY On HARTFORD � RTP laza Hartford,Connecticut 06155 call:888-266-3488 or fax:860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 46-501533 X� Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut X� Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of the Southeast,a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the"Companies")do hereby make, constitute and appoint, up to the amount of unlimited. Charles D. Sweeney, Kyle W. Sweeney, Michael A. Sweeney, Bobby E. Mayo, Elizabeth Gray of Ft Worth, TX their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on January 22,2004 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. - 1Vt sm`wr �4� � ta ,It rs 4�F' J. LI-01QTo •r���1.• Wesley W.Cowling,Assistant Secretary M. Ross Fisher,Assistant Vice President STATE OF CONNECTICUT ss. Hartford COUNTY OF HARTFORD On this 3rd day of March, 2008, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. ♦ tlr�lW • Scott E.Paseka Notary Public CERTIFICATE My Commission Expires October 31,2012 I,the undersigned,Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is still in full force effective as of Signed and sealed at the City of Hartford. }y�LTY tt� "�- G ..,�IMAtM�>� `�'�'tb.atrt�♦ -� fi 1087 :�`�yr�iacoRnN"tr.rIr`ns�rtrr�r��t``� a�tia0Qf��Y►' :+♦:;�1v;.•Ihprt 7uoi0,S4� � s�,'�{ 1i'9 "nrya7N0e'b'r' � * 7474 Gary W.Stumper,Assistant Vice President 00 73 00-1 SUPPLEMENTARY CONDITIONS Page I of 5 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 7 Supplementary Conditions 8 9 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 10 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 11 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 12 of the General Conditions which are not so modified or supplemented remain in full force and effect. 13 14 Defined Terms 15 16 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 17 meaning assigned to them in the General Conditions,unless specifically noted herein. 18 19 Modifications and Supplements 20 21 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 22 other Contract Documents. 23 24 SC-3.03B.2,"Resolving Discrepancies" 25 26 Plans govern over Specifications. 27 28 SC-4.01A 29 30 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 31 Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the 32 Contract Drawings. 33 34 SC4.01A.1.,"Availability of Lands" 35 36 The following is a list of known outstanding right-of-way,and/or easements to be acquired: 37 38 Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION Permanent Easement Fentress Investments LLC May 2017 Temporary Right of Entry Fentress Investments LLC May 2017 39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 40 and do not bind the City. 41 42 If Contractor considers the final easements provided to differ materially from the representations on the 43 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 44 notify City in writing associated with the differing easement line locations. 45 46 SC-4.01A.2,"Availability of Lands" CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised January 22,2016 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 5 1 2 Utilities or obstructions to be removed,adjusted,and/or relocated 3 4 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated: 5 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None 6 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed, 7 and do not bind the City. 8 9 SC-4.02A.,"Subsurface and Physical Conditions" 10 11 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 12 13 A Geotechnical Engineering Report No.T16045,dated August 151,2016,prepared by T.Smith Inspection 14 and Testing,LLC,and CMJ Engineering,Inc.,dated November 8,2016,consultants of the City. 15 16 The following are drawings of physical conditions in or relating to existing surface and subsurface 17 structures(except Underground Facilities)which are at or contiguous to the site of the Work: 18 None 19 20 SC4.06A.,"Hazardous Environmental Conditions at Site" 21 22 The following are reports and drawings of existing hazardous environmental conditions known to the City: 23 None 24 25 SC-5.03A.,"Certificates of Insurance" 26 27 The entities listed below are"additional insureds as their interest may appear"including their respective 28 officers,directors,agents and employees. 29 30 (1) City 31 (2) Consultant: James Deotte Engineering,Inc. 32 (3) Other: None 33 34 SC-5.04A.,"Contractor's Insurance" 35 36 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 37 coverages for not less than the following amounts or greater where required by laws and regulations: 38 39 5.04A.Workers'Compensation,under Paragraph GC-5.04A. 40 41 Statutory limits 42 Employer's liability 43 $100,000 each accident/occurrence 44 $100,000 Disease-each employee 45 $500,000 Disease-policy limit 46 47 SC-5.04B.,"Contractor's Insurance" 48 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised January 22,2016 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 5 1 5.04B.Commercial General Liability,under Paragraph GC-5.04B.Contractor's Liability Insurance 2 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 3 minimum limits of- 4 5 $1,000,000 each occurrence 6 $2,000,000 aggregate limit 7 8 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the 9 General Aggregate Limits apply separately to each job site. 10 11 The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's. 12 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 13 14 SC 5.04C.,"Contractor's Insurance" 15 5.04C. Automobile Liability,under Paragraph GC-5.04C.Contractor's Liability Insurance under 16 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 17 18 (1) Automobile Liability-a commercial business policy shall provide coverage on"Any Auto", 19 defined as autos owned,hired and non-owned. 20 21 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 22 least: 23 24 $250,000 Bodily Injury per person/ 25 $500,000 Bodily Injury per accident/ 26 $100,000 Property Damage 27 28 SC-5.04D.,"Contractor's Insurance" 29 30 The Contractor's construction activities will require its employees,agents,subcontractors,equipment,and 31 material deliveries to cross railroad properties and tracks: 32 None 33 34 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 35 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 36 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of 37 Entry Agreement"with the particular railroad company or companies involved,and to this end the 38 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 39 the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate 40 to the Contractor's use of private and/or construction access roads crossing said railroad company's 41 properties. 42 43 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 44 coverage for not less than the following amounts,issued by companies satisfactory to the City and to the 45 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 46 occupy,or touch railroad property: 47 48 (1) General Aggregate: N/A 49 50 (2) Each Occurrence: N/A 51 52 Required for this Contract X Not required for this Contract 53 54 With respect to the above outlined insurance requirements,the following shaII govern: 55 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised January 22,2016 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 5 1 1. Where a single railroad company is involved,the Contractor shall provide one insurance policy in 2 the name of the railroad company. However, if more than one grade separation or at-grade 3 crossing is affected by the Project at entirely separate locations on the line or lines of the same 4 railroad company,separate coverage may be required,each in the amount stated above. 5 6 2. Where more than one railroad company is operating on the same right-of-way or where several 7 railroad companies are involved and operated on their own separate rights-of-way, the Contractor 8 may be required to provide separate insurance policies in the name of each railroad company. 9 10 3. If,in addition to a grade separation or an at-grade crossing,other work or activity is proposed on a 11 railroad company's right-of-way at a location entirely separate from the grade separation or at- 12 grade crossing,insurance coverage for this work must be included in the policy covering the grade 13 separation. 14 15 4. if no grade separation is involved but other work is proposed on a railroad company's right-of- 16 way,all such other work may be covered in a single policy for that railroad,even though the work 17 may be at two or more separate locations. 18 19 No work or activities on a railroad company's property to be performed by the Contractor shall be 20 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 21 for each railroad company named,as required above. All such insurance must be approved by the City and 22 each affected Railroad Company prior to the Contractor's beginning work. 23 24 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 25 has been completed and the grade crossing,if any,is no longer used by the Contractor. In addition, 26 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 27 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the 28 railroad company operating over tracks involved in the Project. 29 30 SC-6.04.,"Project Schedule" 31 32 Project schedule shall be tier 3 for the project. 33 34 SC-6.07.,"Wage Rates" 35 36 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 37 Appendixes: 38 <B=saw,location,Resources/02-Construction Docttntertts/SpecificationsiDiv 00-General 39 Conditionslfflf'6Yabe Rate Table 20080708.pdf> 40 41 SC-6.09.,"Permits and Utilities" 42 43 SC-6.09A.,"Contractor obtained permits and licenses" 44 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 45 None 46 47 SC-6.09B."City obtained permits and licenses" 48 The following are known permits and/or licenses required by the Contract to be acquired by the City: 49 1. Section 404 50 51 SC-6.09C."Outstanding permits and licenses" 52 53 The following is a list of known outstanding permits and/or licenses to be acquired: 54 55 Outstanding Permits and/or Licenses to Be Acquired CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised January 22,2016 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 5 OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None 1 2 SC-7.02.,"Coordination" 3 4 The individuals or entities listed below have contracts with the City for the performance of other work at 5 the Site: 6 Vendor cope of Work Coordination Authority AR Consultants,Inc. Archeological Monitoring CITY 7 8 SC-8.01,"Communications to Contractor" 9 10 None 11 12 SC-9.01.,"City's Project Manager" 13 14 The City's Project Manager for this Contract is Robert Sauceda,P.E.,or his/her successor pursuant to 15 written notification from the Director of Water Department. 16 17 SC-13.03C.,"Tests and Inspections" 18 19 None 20 21 SC-16.01C.1,"Methods and Procedures" 22 23 None 24 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative"wording changed to City's Project Manager. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised January 22,2016 01 11 00-1 SUMMARY OF WORK Page 1 of 3 1 SECTION 01 11 00 2 SUMMARY OF WORK 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0 -Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 -General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor,materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list,then the item shall 27 be considered as a subsidiary item of Work,the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys,or other public places 34 or other rights-of-way as provided for in the ordinances of the City,as shown in the 35 Contract Documents,or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools,materials, and equipment for construction 37 purposes may be stored in such space,but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 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 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 01 25 00-1 SUBSTITUTION PROCEDURES Page I of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not"or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include,but are not necessarily limited to: 17 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 —General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution- General 26 1. Within 30 days after award of Contract(unless noted otherwise),the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors,trade names,or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names,or catalog numbers,provided said products are "or-equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or-equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements,or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form(attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule,when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 01 2500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if- 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion,acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product,the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified,and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work,to include building 20 modifications if necessary,making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2- PRODUCTS [NOT USED] 28 PART 3- EXECUTION [NOT USED] 29 END OF SECTION 30 Revision Log DATE NAME SUMMARY OF CHANGE 31 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 01 2500-4 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 01 31 19-1 PRECONSTRUCTION MEETING Page 1 of 3 1 SECTION 01 31 19 2 PRECONSTRUCTION MEETING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised August 17,2012 0131 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 in. 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised August 17,2012 0131 19-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised August 17,2012 01 31 20-1 PROJECT MEETINGS Page 1 of 3 1 SECTION 01 31 20 2 PROJECT MEETINGS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include,but are not necessarily limited to: 12 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 13 2. Division 1 —General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified,periodic progress meetings,and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded,tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section,may be held when requested 29 by the City,Engineer or Contractor. 30 B. Pre-Construction Neighborhood Meeting 31 1. After the execution of the Agreement,but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 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 In. 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 013120-3 PROJECT MEETINGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable, meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2- PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 END OF SECTION 22 Revision Log DATE NAME SUMMARY OF CHANGE 23 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 01 32 16-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 1 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal,updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 0132 16-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 4. Schedule Narrative-Concise narrative of the schedule including schedule 2 changes,expected delays,key schedule issues,critical path items,etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost-loaded baseline Schedule using approved software and the 9 Critical Path Method(CPM)as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative(Project Scheduler)responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders,resulting in a change of contract time,in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met,or when so directed by the City,make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to take to remove or arrest the 32 delay to the critical path in the approved schedule 33 2) Increase construction manpower in such quantities and crafts as will 34 substantially eliminate the backlog of work and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day,working 37 days per week,the amount of construction equipment,or any combination 38 of the foregoing,sufficiently to substantially eliminate the backlog of work 39 4) Reschedule activities to achieve maximum practical concurrency of 40 accomplishment of activities,and comply with the revised schedule 41 2. If no written statement of the steps intended to take is submitted when so requested 42 by the City,the City may direct the Contractor to increase the level of effort in 43 manpower(trades),equipment and work schedule(overtime,weekend and holiday 44 work,etc.)to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 D. The Contract completion time will be adjusted only for causes specified in this 2 Contract. 3 a. Requests for an extension of any Contract completion date must be 4 supplemented with the following: 5 1) Furnish justification and supporting evidence as the City may deem 6 necessary to determine whether the requested extension of time is entitled 7 under the provisions of this Contract. 8 a) The City will,after receipt of such justification and supporting 9 evidence, make findings of fact and will advise the Contractor, in 10 writing thereof. 11 2) If the City finds that the requested extension of time is entitled,the City's 12 determination as to the total number of days allowed for the extensions 13 shall be based upon the approved total baseline schedule and on all data 14 relevant to the extension. 15 a) Such data shall be included in the next updating of the Progress 16 schedule. 17 b) Actual delays in activities which,according to the Baseline schedule, 18 do not affect any Contract completion date shown by the critical path in 19 the network will not be the basis for a change therein. 20 2. Submit each request for change in Contract completion date to the City within 30 21 days after the beginning of the delay for which a time extension is requested but 22 before the date of final payment under this Contract. 23 a. No time extension will be granted for requests which are not submitted within 24 the foregoing time limit. 25 b. From time to time, it may be necessary for the Contract schedule or completion 26 time to be adjusted by the City to reflect the effects of job conditions,weather, 27 technical difficulties,strikes, unavoidable delays on the part of the City or its 28 representatives,and other unforeseeable conditions which may indicate 29 schedule adjustments or completion time extensions. 30 1) Under such conditions,the City will direct the Contractor to reschedule the 31 work or Contract completion time to reflect the changed conditions and the 32 Contractor shall revise his schedule accordingly. 33 a) No additional compensation will be made to the Contractor for such 34 schedule changes except for unavoidable overall contract time 35 extensions beyond the actual completion of unaffected work, in which 36 case the Contractor shall take all possible action to minimize any time 37 extension and any additional cost to the City. 38 b) Available float time in the Baseline schedule may be used by the City 39 as well as by the Contractor. 40 3. Float or slack time is defined as the amount of time between the earliest start date 41 and the latest start date or between the earliest finish date and the latest finish date 42 of a chain of activities on the Baseline Schedule. 43 a. Float or slack time is not for the exclusive use or benefit of either the 44 Contractor or the City. 45 b. Proceed with work according to early start dates, and the City shall have the 46 right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays,affecting paths of activities 2 containing float time,will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts, the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 1 I 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 01 32 16-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2- PRODUCTS [NOT USED] 15 PART 3- EXECUTION [NOT USED] 16 END OF SECTION 17 Revision Log DATE NAME SUMMARY OF CHANGE 18 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July I,2011 01 32 33-1 PRECONSTRUCTION VIDEO Page 1 of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 01 32 33-2 PRECONSTRUCTION VIDEO Page 2 of 2 1 PART 3- EXECUTION [NOT USED] 2 END OF SECTION 3 Revision Log DATE NAME SUMMARY OF CHANGE 4 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 01 33 00-1 SUBMITTALS Page 1 of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data(including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised December 20,2012 013300-2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule,and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter,A-Z,indicating the resubmission of the same drawing(i.e. 11 A=2nd submission,B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission(second resubmission)of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings,product data and samples, including those by 22 subcontractors,prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) `By this submittal,I hereby represent that I have determined and verified 33 field measurements, field construction criteria,materials,dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 '/z inches x 11 inches to 8 '/z inches x 11 inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 01 3300-4 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 I) 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 013300-5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 013300-6 SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non-conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised December 20,2012 013300-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City,the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal,appropriately coded,will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include,but are not necessarily 8 limited to,complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications,submit a P.E. 12 Certification for each item required. 13 N. Request for Information(RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information(RFI)form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with"RFI" followed by series number, "-xxx",beginning with"01"and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required,the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised December 20,2012 013300-8 SUBMITTALS Page 8 of 8 1 PART 2- PRODUCTS INOT USED] 2 PART 3 - EXECUTION (NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days 5 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised December 20,2012 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes,but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives,Drop Weight,Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 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 arm 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised December 20,2012 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 £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 bums 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 013513-4 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 14. 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised December 20,2012 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 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 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.13—Added requirement of compliance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines. 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit 13 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 01 35 13-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT< TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 01 35 13-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 1 EXHIBIT B 2 FORT WORTH D.ta. DOE NO.IISRE Protect Nemr. 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 4 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing,coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City,notify City, sufficiently 31 in advance,when testing is needed. 32 b. When testing is required to be completed by the Contractor,notify City, 33 sufficiently in advance,that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution(if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2- PRODUCTS [NOT USED] 27 PART 3- EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 01 50 00-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1 - GENERAL 4 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting,operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. I00520 Revised July 1,2011 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 o1`4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on-call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2- PRODUCTS [NOT USED] 17 PART 3- EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 01 5000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work,to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 01 5526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page I of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 3. Section 34 71 13—Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification,unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings,provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings,prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit,such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit,such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction,then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs,replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices(MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. .When construction is complete,to the extent that the permanent sign can be 22 reinstalled,contact the City Transportation and Public Works Department, Signs 23 and Markings Division,to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 015713-1 STORM WATER POLLUTION PREVENTION Pagel of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1 —General Requirements 13 3. Section 3125 00—Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management(iSWM)Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 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 3125 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 I 1 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works,Environmental Division, (817)392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 3125 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817)392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 3125 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817)392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 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 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 01 58 13-1 TEMPORARY PROJECT SIGNAGE Pagel of 3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior)or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed,upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD (oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 01 58 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 01 60 00-1 PRODUCT REQUIREMENTS Page 1 of 2 1 SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02 -Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List 8 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised December 20,2012 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments I I 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 Slope Stabilization Sewer Main's M-280-B and M-338B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer,item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors,public travel,adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings,or approved by City's Project Representative. 24 5. Provide off-site storage and protection when on-site storage is not adequate. 25 a. Provide addresses of and access to off-site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns,grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers'unopened containers. 30 8. Neatly,safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks,streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet,unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR/RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD loR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged,used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE l CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 01 7000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment,and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment,and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised November 22,2016 01 7000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel,equipment,and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel,equipment,and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include,but are not necessarily limited to: 22 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 23 2. Division 1 —General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under"Measurement"will be paid for at the unit 40 price per each"Specified Remobilization" in accordance with Contract 41 Documents. 42 c. The price shall include: 43 1) Demobilization as described in Section 1.1.A.2.a.1) 44 2) Remobilization as described in Section 1.1.A.2.a.2) 45 d. No payments will be made for standby,idle time,or lost profits associated this 46 Item. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised November 22,2016 01 7000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 3. Remobilization for suspension of Work as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time, or lost profits associated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 11 b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under"Measurement"will be paid for at the unit 14 price per each"Work Order Mobilization" in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: 18 1) Mobilization as described in Section 1.1.A.3.a.1) 19 2) Demobilization as described in Section 1.1.A.3.a.2) 20 d. No payments will be made for standby, idle time, or lost profits associated this 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 a. Measurement 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work performed and materials furnished in accordance with this Item 28 and measured as provided under"Measurement"will be paid for at the unit 29 price per each"Work Order Emergency Mobilization"in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section 1.1.A.4.a) 34 2) Demobilization as described in Section 1.1.A.3.a.2) 35 d. No payments will be made for standby, idle time,or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] 44 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised November 22,2016 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures-Revised specification,including blue text,to make specification flexible for either subsidiary or paid bid item for Mobilization. 7 t CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised November 22,2016 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 7 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Revised Section 1.2 A. "Measurement and Payment" 9 2. Added "Defintions" and"Techncial References"to Section 1.3 "References" 10 3. Deleted Section 1.6 A. "Certificates" 11 4. Revised Section 1.6 A"Field Quality Control Submittals" 12 5. Revised Section 1.9"Ouality Assurance" 13 6. Added PART 2 "Products" 14 7. Revised Section 3.1 "Installers" 15 8. Added Section 3.5 "Repair/Restoration" 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. Construction Staking—Water and Sewer 22 a. Measurement 23 1) Measurement for this item will be by lump sum. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with 26 this Item will be paid for at the lump sum price bid for"Construction 27 Staking-Water" and"Construction Staking—Sewer". 28 2) The lump sum payment shall be by street(once all staking has been 29 performed for the street)or by water/sewer line(once all staking has 30 been performed for the water/sewer line)as a percentage of the 31 number of streets or water/sewer lines in the overall contract. 32 2. Construction Staking—Paving and Drainage 33 a. Measurement 34 1) This Item is considered subsidiary to the various Items bid. 35 b. Payment 36 1) The work performed and the materials furnished in accordance with 37 this Item are subsidiary to the various Items bid and no other 38 compensation will be allowed. 39 3. Construction Survey-Water and Sewer 40 a. Measurement CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 7 1 1) The work performed and the materials furnished in accordance with 2 this Item will be paid for at the lump sum price bid for"Construction 3 Survey—Water" and"Construction Survey—Sewer". 4 2) The lump sum payment shall be by street(once all survey is performed 5 for the street)or by water/sewer line(once all survey has been completed 6 for the water/sewer line) as a percentage of the number of streets or 7 water/sewer lines in the overall contract. 8 4. Construction Survey Paving and Drainage 9 a. Measurement 10 1) This Item is considered subsidiary to the various Items bid. 11 b. Payment 12 1) The work performed and the materials furnished in accordance with 13 this Item are subsidiary to the various Items bid and no other 14 compensation will be allowed. 15 1.3 REFERENCES 16 A. Definitions 17 1. Construction Survey—The survey measurements made prior to or while 18 construction is in progress to control elevation, horizontal position,dimensions 19 and configuration of structures/improvements included in the Project 20 Drawings. 21 2. Construction Staking—The placement of stakes and markings to provide 22 offsets and elevations to cut and fill in order to locate on the ground the 23 designed structures/improvements included in the Proiect Drawings. 24 3. Survey"Field Checks"—Measurements made after construction staking is 25 completed and before construction work begins to ensure that structures 26 marked on the ground are accurately located per Project Drawings. 27 B. Technical References 28 1. City of Fort Worth—Construction Staking Standards(available on City's 29 Buzzsaw website)—01 71 23.16.01 Attachment A Survey Staking Standards. 30 2. Texas Department of Transportation (TxDOT) Survey Manual,latest revision 31 3. Texas Society of Professional Land Surveyors (TSPS),Manual of Practice for 32 Land Surveying in the State of Texas,Category 5 33 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 34 1.5 SUBMITTALS 35 A. Submittals, if required,shall be in accordance with Section 0133 00. 36 B. All submittals shall be approved by the City prior to delivery. 37 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 38 A. Field Quality Control Submittals 39 1. Submit"Cut-Sheets"conforming to the standard template provided by the 40 City(refer to 017123.16.01—Attachment A—Survey Staking Standards). 41 "Cut Sheets" should be provided to City Representative a maximum of 48 42 hours after staking has been completed OR prior to excavation started, 43 whichever is sooner. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 7 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE 4 A. Construction Staking 5 1. Construction staking will be performed by the Contractor. 6 2. Coordination 7 a. Provide notification to City's Project Representative at least 5 days in advance 8 to commencing Construction Staking. 9 b. It is the Contractor's responsibility to coordinate staking notification such that 10 construction activities are not delayed or negatively impacted. 11 3. General 12 a. Contractor is responsible for preserving and maintaining stakes. If City 13 surveyors are required to re-stake for any reason,the Contractor will be 14 responsible for costs to perform staking.If in the opinion of the City,a 15 sufficient number of stakes or markings have been lost,destroyed 16 disturbed or omitted that the contracted Work cannot take place then the 17 Contractor will be required to stake or re-stake the deficient areas. 18 B. Construction Survey 19 1. Construction Survey will be performed by the Contractor. 20 2. Coordination 21 a. Contractor to verify that horizontal and vertical control data established 22 in the design survey and required for construction survey is available and 23 in place. 24 b. It is the Contractor's responsibility to coordinate Construction Survey 25 such that construction activities are not delayed or negatively impacted. 26 1) Contractor shall perform replacements and/or restorations. 27 2) Contractor to coordinate to have City perform survey"Field Check", 28 prior to continuing with any construction staking or subsequent survey. 29 3. General 30 a. Construction survey will be performed in order to document construction 31 work by providing accurate and detailed cut sheets in the format provided 32 by the City Surveyor,as it progresses for Project Records. 33 b. The Contractor shall survey the elevation and location (and provide 34 written documentation to the City)construction features during the 35 progress of the construction including,but not limited to,the following: 36 1) Manholes 37 a) Rim and flowline elevations and coordinates for each manhole 38 2) Water Lines 39 a) Top of pipe elevations and coordinates for waterlines at the 40 following locations: 41 (1) Minimum every 250 linear feet,including 42 (2) Horizontal and vertical points of inflection, 43 curvature,etc, (All Fittings) 44 (3) Cathodic protection test stations 45 (4) Sampling stations 46 (5) Meter boxes/vaults(All sizes) CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 01 71 23-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 7 1 (6) Fire lines 2 (7) Fire hydrants 3 (8) Gate valves 4 (9) Plugs,stub-outs,dead-end lines 5 (10) Air Release valves(Manhole rim and vent 6 Rial 7 (11) Blow off valves(Manhole rim and valve lid) 8 (12) Pressure plane valves 9 (13) Cleaning wyes 10 (14) Casing pipe(each end) 11 3) Sanitary Sewer 12 a) Top of pipe elevations and coordinates for sanitary sewer lines at 13 the following locations: 14 (1) Minimum every 250 linear feet,including 15 (2) Horizontal and vertical points of inflection, 16 curvature,etc. 17 (3) Cleanouts 18 4) Stormwater 19 a) Top of pipe elevations and coordinates for storm drain at the 20 following locations: 21 (1) Minimum every 250 linear feet,including 22 (2) Horizontal and vertical points of inflection, 23 curvature, etc. 24 c. The Contractor is responsible to coordinate the survey of the above 25 information prior to work being backfilled. 26 d. Written documentation shall be uploaded to Buzzsaw on a monthly basis 27 by the contractor for the survey data that has been acquired each month. 28 e. All written documentation of survey information shall be prepared in a 29 report format and the all survey work and and the preparation of the 30 report shall be performed under the supervision of and must be signed and 31 sealed by a Registered Professional Land Surveyor(RPLS). 32 f. The Contractor shall be responsible for staking all easements,ri2ht-of- 33 way and property lines necessary for the delivery of the proiect work. All 34 survey work associated with easements,right-of-way and property lines 35 must be performed under the supervision of RPLS. 36 DELIVERY, STORAGE,AND HANDLING [NOT USED] 37 1.10 FIELD [SITE] CONDITIONS [NOT USED] 38 1.11 WARRANTY(NOT USED) 39 PART 2- PRODUCTS 40 A. A construction survey will produce,but will not be limited to: 41 1. Recovery of relevant control points, points of curvature and points of 42 intersection. 43 2. Establish temporary horizontal and vertical control elevations(benchmarks) 44 sufficiently permanent and located in a manner to be used throughout 45 construction. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 7 1 3. The location of planned facilities,easements and improvements. 2 a. Establishing final line and grade stakes for piers,floors,grade beams, 3 parking areas,utilities,streets,highways,tunnels,and other construction. 4 b. A record of revisions or corrections noted in an orderly manner for 5 reference. 6 c. A drawing,when required by the client,indicating the horizontal and 7 vertical location of facilities,easements and improvements,as built. 8 4. Cut sheets shall be provided to the City inspector and Survey Superintendent 9 for all construction staking proiects.These cut sheets shall be on the standard 10 city template which can be obtained from the Survey Superintendent(817-392- 11 7925 . 12 PART 3- EXECUTION 13 3.1 INSTALLERS 14 A. Tolerances: 15 1. The staked location of any improvement or facility should be as accurate as 16 practical and necessary.The degree.of precision required is dependent on 17 many factors all of which must remain judgmental.The tolerances listed 18 hereafter are based on generalities and,under certain circumstances,shall 19 yield to specific requirements.The surveyor shall assess any situation by 20 review of the overall plans and through consultation with responsible parties 21 as to the need for specific tolerances. 22 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. 23 vertical tolerance. Horizontal alignment for earthwork and rough cut 24 should not exceed 1.0 ft.tolerance. 25 b. Horizontal alignment on a structure should not exceed 0.03ft.tolerance. 26 c. Paving or concrete for streets,curbs,gutters,parking areas,drives,alleys 27 and walkways shall be located within the confines of the site boundaries 28 and,occasionally,along a boundary or any other restrictive line.Away 29 from any restrictive line,these facilities should be staked with an accuracy 30 producing no more than 0.05ft.tolerance from their specified locations. 31 d. Underground and overhead utilities,such as sewers,gas,water,telephone 32 and electric lines, shall be located horizontally within their prescribed areas 33 or easements.Within assigned areas,these utilities should be staked with an 34 accuracy producing no more than 0.1 ft tolerance from a specified location. 35 e. The accuracy required for the vertical location of utilities varies widely. 36 Many underground utilities require only a minimum cover and a tolerance 37 of 0.1 ft. should be maintained. Underground and overhead utilities on 38 planned profile,but not depending on gravity flow for performance,should 39 not exceed 0.1 ft.tolerance. 40 B. Surveying instruments shall be kept in close adjustment according to 41 manufacturer's specifications or in compliance to standards. The City reserves the 42 right to request a calibration report at any time and recommends regular 43 maintenance schedule be performed by a certified technician every 6 months. 44 1. Field measurements of angles and distances shall be done in such fashion as to 45 satisfy the closures and tolerances expressed in Part M.A. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 7 1 2. Vertical locations shall be established from a pre-established benchmark and 2 checked by closing to a different bench mark on the same datum. 3 3. Construction survey field work shall correspond to the client's plans. 4 Irregularities or conflicts found shall be reported promptly to the City. 5 4. Revisions,corrections and other pertinent data shall be logged for future 6 reference. 7 3.2 EXAMINATION [NOT USED] 8 3.3 PREPARATION [NOT USED] 9 3.4 APPLICATION 10 3.5 REPAIR/RESTORATION 11 A. if the Contractor's work damages or destroys one or more of the control 12 monuments/points set by the City,the monuments shall be adequately referenced 13 for expedient restoration. 14 1. Notify City if any control data needs to be restored or replaced due to damage 15 caused during construction operations. 16 a. Contractor shall perform'replacements and/or restorations. 17 B. The City may require at any time a survey"Field Check"of any monument or 18 benchmarks that are set be verified by the City surveyors before further associated 19 work can move forward. 20 3.6 RE-INSTALLATION [NOT USED] 21 3.7 FIELD [OR] SITE QUALITY CONTROL 22 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 23 City in accordance with this Specification. 24 B. Do not change or relocate stakes or control data without approval from the City. 25 3.8 SYSTEM STARTUP [NOT USED] 26 3.9 ADJUSTING [NOT USED] 27 3.10 CLEANING [NOT USED] 28 3.11 CLOSEOUT ACTIVITIES [NOT USED] 29 3.12 PROTECTION [NOT USED] 30 3.13 MAINTENANCE [NOT USED] 31 3.14 ATTACHMENTS [NOT USED] 32 END OF SECTION 33 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 7 8/31/2012 D.Johnson 1 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 017423-1 CLEANING Page I of 4 1 SECTION 0174 23 2 CLEANING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Section 32 92 13 —Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE,AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 017423-3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 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 Revision Log DATE NAME SUMMARY OF CHANGE 10 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 01 77 19-1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 SECTION 0177 19 2 CLOSEOUT REQUIREMENTS 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees,Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 017719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 0178 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 Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory,the City will issue a Notice of Project Completion(Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report(if required) 11 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation,in accordance with General Conditions,City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR/RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE 29 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include,but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers(to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 '/z inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic,cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 017823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab,bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available,provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor,name of responsible principal,address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List,with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text,as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised December 20,2012 01 7823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty,bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products,applied materials and finishes: 8 a. Manufacturer's data,giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data,giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection,maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content,for each unit of equipment and system,as appropriate: 26 a. Description of unit and component parts 27 1) Function,normal operating characteristics and limiting conditions 28 2) Performance curves,engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up,break-in,routine and normal operating instructions 32 2) Regulation,control,stopping, shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly,repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised December 20,2012 01 7823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers,with location and function of each valve 2 j. List of original manufacturer's spare parts,manufacturer's current prices,and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves,engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly,repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts,manufacturer's current prices,and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised December 20,2012 01 7823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.1—title of section removed 8 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised December 20,2012 01 7839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents,including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection,deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents,making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 01 7839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records,make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work,both concealed and 4 visible,to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case,provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2- PRODUCTS 18 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed,secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection,provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS -JOB SET". CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 01 7839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time,the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City,until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil(not ink or indelible pencil),clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a"cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes,use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits,piping, 23 ducts, and similar items,are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However,design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings,by dimension accurate to within 1 31 inch,the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show,by symbol or note,the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed",and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment,conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction,and the actual location of items. CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 017839-4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Call attention to each entry by drawing a"cloud"around the area or areas 2 affected. 3 d. Make changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents,other than Drawings,have been kept clean during progress of 7 the Work,and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents,other than Drawings,will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City,secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling,and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR/RESTORATION [NOT USED] 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Revision Log DATE NAME SUMMARY OF CHANGE 26 CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 City Project No. 100520 Slope Stabilization M-280-B and M-388-B Parcel # 1 1200 Sanders Street Sanders Elliott Survey, Abstract 476, Tract 5G STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PERMANENT SLOPE EASEMENT DATE: March 9, 2017 GRANTOR: FENTRESS INVESTMENTS LLC GRANTOR'S MAILING ADDRESS (including County): GRANTOR'S MAILING ADDRESS: 7905 IRISH DR, NORTH RICHLAND HILLS, TEXAS 76180 GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a portion of Tract 5G situated in the Elliott, Sanders Survey, Abstract No. 476, being part of the 12.85 acre tract as recorded in Instrument No. D216201697, Deed Records, Tarrant County, TX, and being more particularly described in Exhibits "A" and "B". (2.330 acres) Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, the use and passage on, over, across, below and along the easement situated in Tarrant County, Texas, for the construction, operation, maintenance, upgrade and repair of a Permanent Slope Easement on the property and more particularly described in the attached Exhibit"A" and "B". F�O--R�T,�W.OrRT�H, PERMANENT SLOPE EASEMENT Page 1 of 7 i Rev.01/18//2017 It is further agreed and understood that Grantee will be permitted the use of said easement for the purpose of slope maintenance. Grantor shall agree not to modify or alter the property in any manner, which would jeopardize the integrity of the slope without Grantee's written consent. Any alteration or damage to the slope shall be repaired at Grantor's sole cost and expense. TO HAVE AND TO HOLD the above described easement, together with all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] FORT WORTH. PERMANENT SLOPE EASEMENT Page 2 of 7 Rev.01/18H2017 GRANTOR: GRANTEE: City of Fort Worth By(Signature): (Print Name) ,Title APPROVED AS TO FORM AND LEGALITY (Signature) (Print Name) Title THE STATE OF TEXAS § COUNTY OF TARRANT § ACKNOWLEDGMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20 Notary Public in and for the State of Texas FoeT WoeTH. PERMANENT SLOPE EASEMENT Page 3 of 7 Rev.01/18//2017 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20 Notary Public in and for the State of Texas FORT WORTH. PERMANENT SLOPE EASEMENT Page 4 of 7 Rev.01/18H2017 Exhibit A Permanent Slope Easement Being a 2.330 acre portion of Tract 5G a 12.85 acre tract deeded to Fentress Investments LLC., located in the Sanders Elliot Survey, Abstract No. 476, according to a deed recorded in Inst. No. 216201697, D.R.T.C.T. and being more particularly described as follows: COMMENCING at a 1 inch iron rod found, being the southwest corner of Lot 6 Block 4, Joe Louis Addition, and the northwest corner of the aforementioned Sharon L. Fentress tract; THENCE, along the common line of the aforementioned Sharon L. Fentress tract and the Ron Sturgeon Real Estate, L.P. tract as described in Inst. No. 203228293, O.P.R.T.C.T., South 00 degrees 07 minutes 14 seconds East, a distance of 241.30 feet to a point lying in the South line of a 25 foot Permanent Easement, recorded in Vol. 3826, Page 144 of Deed Records of Tarrant County, Texas (D.R.T.C.T.) said point also being the POINT OF BEGINNING and the beginning of a non-tangent curve to the right having a radius of 487.50 feet; THENCE, departing the Fentress Sturgeon common line along said curve an arc distance of 79.74 feet, through a central angle of 09 degrees 22 minutes 18 seconds, and having a chord bearing South 43 degrees 13 minutes 09 seconds East, a chord distance of 79.65 feet to a point; THENCE, continuing along the South line of the aforementioned 25 foot Permanent Easement South 38 degrees 32 minutes 00 seconds East, a distance of 52.90 feet to a point, said point also being the beginning of a curve to the left having a radius of 1,512.50 feet; THENCE, along said curve to the left an arc distance of 518.28 feet, through a central angle of 19 degrees 37 minutes 59 seconds, and having a chord bearing South 48 degrees 21 minutes 11 seconds East, a chord distance of 515.75 feet to a point; THENCE, departing the South line of the aforementioned 25 foot Permanent easement, South 42 degrees 24 minutes 33 seconds West, a distance of 245.59 feet to the center of the Trinity River; THENCE, North 37 degrees 11 minutes 14 seconds West, a distance of 507.60 feet with the center of the Trinity River to a point; THENCE, North 00 degrees 07 minutes 14 seconds West, a distance of 219.10 feet to the POINT OF BEGINNING and containing 101,477.27 square feet or 2.330 acres of land, more or less. Page 5 of 7 NOTES: 1) Basis of bearing for this plat is referenced to the Texas Coordinate System,NAD- 83, North Central Zone 4202, as derived from GPS vectors obtained from Western Data Systems RTK network. 2)A plat of same date accompanies this legal description. Date: March 9,2017 A Quo +9 JAMES..E: D®OTTE i' F;Es st+?ei?`pQ' -Sj R14 ames E, eOtte Regigterejd Professional Land Surveyor No.4673 James DeOtte Engineering, Inc. TBPLS Firm No. 10101400 2201 Dottie Lynn Parkway, Suite 114 Fort Worth,Texas 76120 (817)446—6877 Page 6 of 7 12,55 ACRES (BY DEED) SANDERS U1101 SURVEY, FFNTRESS INVESTMENTS LLC ABSTRACT NO 416, rNST NO. D,2162'01697 TRACT 51,- PROJECT SITE 0.P,R-T C.T, APPROXIMATE LOCA-liON 50 FFEl INIDE A=19*37'59" PERMANEN- EASEMENT- r CTy OF FORT WORR=1512.50' WCINITY MAP �Tli 7T=261.7 1' 6ROWPo 6 VOLUME 6353, PAGE 178At T S. Vok. D.R T.C.T. -�L=518.279' Or �k HLOCK 4 'OF LOV!5 Rrra RECORDING „ A=9'22'18" DA 7,A F o,uP)v R=487.50' )j 416�:),,�,)XIMA.�, LOCAT�OIN I r-T=39.96 �y 25 FEE WIDE L=79.738 P:-RMANEN-;! EASEV,.ENT ,4 C WORTH • b,5 �!Ty OF F' 490 VOILUVC 3826, aAGF 144A -61p.o.cl D.R.7.C.T. 41 / .1FINITY F0 ,3 61) 71�7 ,14 ' ?-11 .158 ACRES BY OEE-D) i6-1N SiJRCEON HEAL [STATE, L.P, P.O.8 P 7 AiS7 NO. D20322329j 0.P,R. C T. Dow ir 910�C 100 0 too 200 A PDONNiNT SLOPE 6UEWW 69 MY OF FOW Mwm mw c"ff Tm JAMES E. At AZ�X .................DeO E mamosAw Na VV620107=Amm or MAW awr,mm 4673 1 GRAPHIC SCALE IN FEET o PROJFCT. ROPE STAR417APON V-&U-B & M-JJ8-8u E, ,C)CCAKX NO 20fJ04471 LOD ACQU&MN AWA, 101,478 SOME fEET OR 2,"ACRES PERMANENT SCOPE EASEMENT E5 E. NOTTL Rf I DATE MARCH 9, 2O F7 PACE 7 OF 7 SCA1 P AS SHOWN (a JAMES DCOT7F ENC-INEERiNU, INC. 2207 DOTTIC LYNN PKW,, SUITE 119 FORT WORTH, TX 76120 City Project_Number 100520 Slope Stabilization M-280-B and M-338-B Parcel #TROE 1 1200 Sanders Street Abstract: 476,Tract: 4g, Elliott Sanders Survey CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Abstract: 476, Tract: 5g, Elliott, Sanders Survey as shown on the deed recorded in D216201697 Tarrant County Deed Records, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of Slope Stabilization along West Fork Trinity River. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of , 20_. GRANTOR: (Please Print) (Signature) (Authorized Title) TEMPORARY RIGHT OF ENTRY Rev. 06/15/2016 FoR , I -1-�---� W L--i------ --- ---L--J EMIE STREET -I-1- -1-1-7-7---------� 17. ACRES DEED) I- I-- I I --I I I - I ------- -- ROI STURGEON REAL ESTATE, L.P. INST. NO. D203228293 I O.P.R.T.C.T. {! 12.85 ACRES (BY DEED) Peep���'oF F$6 eP FEAURESS T NO. TWEffrS C 16201697 ego Jae o? O.P.R 777 \ °o`e��°�•� TEMPORARY RIGHT OF ENTRY i i PERMANENT SLOPE EASEMENT l h � APPROXIMATE LOCATION EASEMENT AND RIGHT OF WAY TEXAS GAS SERVICES, L.L.C. APPROXIMATE LOCATION IASTGAS SERVICES, \ RIGHT OF WAY AND EASEMENT O.P.R.T.C.T. i CHESAPEAK OPERATING, INC. ``\ I INST.NO. D211 182338 i O.P.R.T.C.T. 100 0 100 200 Dd>UB/r V SMDIMMG TEMPORARY RIGHT OF ENTRY SMAW ry nW CITY OF FORT WORTH, TARRANT COUNTY, TEXAS GRAPHIC SCALE IN FEET INSTRUMENT NO. D216201697 m aRECORDO mens of r%wr clounm; mms PROJECT: SLOPE STABILIZATION M-280-B & M-338-9 TIME NO. 1 JDE1 PROJECT NO. 201104411 ABSTRACT- 476 TRACT- 4g, ELLIOTT SANDERS SURVEY TEMPORARY R1CHF OF E"JTR,' DATE. APRIL, 2017 PAGE 2 OF 2 SCALE: AS SHOWN JAMES DeOTTE ENGINEERING, INC. 2201 DOTTIE LYNN PKWY., SUITE 119 FORT WORTH, TX. 76120 817-446-6877 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 NN T. SMITH INSPECTION AND TESTING, LLC TS I T GEOTECHNICAL ENGINEERING&CONSTRUCTION MATERIAL&TESTING&INSPECTION A GEOTECHNICAL ENGINEERING REPORT FOR M388B , M2,80B SS SLOPE PROTECTION STRUCTURES City of Fort Worth , Texas PREPARED FOR CITY OF FORT WORTH August 1St , 2016 TSIT REPORT NO . T16045 7473 AIRPORT FREEWAY 2211 CENTURY CENTER BLVD.,#101 FORT WORTH,TX 76118 IRVING,TX 75062 P817-589-9933 F817-590-4433 www.tsitservices.com P 972-573-6083 F 972-573-6088 OM T. SMITH INSPECTION ANDTESTING, LLC TS I T GEOTECHNICAL ENGINEERING&CONSTRUCTION MATERIAL&TESTING&INSPECTION A August 1'4,2016 City of Fort Worth 1000 Throckmorton Fort Worth, TX Aft Mr. Robert Saucedo E: robert.sauRooiMfgrtworthtexas.gov P: 817-392-2387 Re: TSIT GEOTECHNICAL ENGINEERING REPORT NO. T16045 M3888, M280B Slope Protection SS City of Fort Worth FORT WORTH, TEXAS Dear Mr. Sauoedo, Attached is our geotechnical report for the referenced project.This report contains the results of our geotechnical field and laboratory investigations, our observations, and engineering opinions along with recommendations for the Engineer of Record to design a permanent repair structure for the SS lines. Our preliminary boring logs were provided to the Sheet Pile contractor prior to the installation of the temporary structure. It has been a pleasure to perform this work for you.If we can be of further assistance, please do not hesitate to call us. Sincerely, T. Snaith Inspection& T , C'srnt Rc�ialration�3271R � ���� t Kemp Akeman seesw"69966006"60" " Kerne E Akem64975an,PE '�, Principal Engineer �tA1~ Cc: Brian Darby,PE,lames DeOtte Engineering,Inc. Attachments 7473 AIRPORT FREEWAY 2211 CENTURY CENTER BLVD.,#101 FORT WORTH,TX 76118 IRVING,TX 75062 P 817-589-9933 F 817-590-4433 www.tsitservices.com P 972-573-6083 F 972-573-6088 GEOTECHNICAL ENGINEERING REPORT M388 B, M280 B SS SLOPE PROTECTION STRUCTURES FOR CITY OF FORT WORTH, TX TABLE OF CONTENTS 1. PROJECT INFORMATION................................. .................................................. 1 2. PURPOSE AND SCOPE OF INVESTIGATION ............................................................. 1 3. FIELD OPERATIONS ..........................................—............................................. r 4. LABORATORY TESTING ......................................................................................,2 5. SUBSURFACE CONDITIONS ..................................................................................2 5.1. SITE GEOLOGY AND SOIL STRATIGRAPHY ......•..................................................•.•.......2 5.2. GROUNDWATER ...............................................................................................2 5.3. ENGINEERING PROPERTIES ...................................................................................3 5.3.1. Soil Plasticity ............................................................................................3 5.3.2. Soil Moisture and Dry Density........................................................................3 5.3.3. Soil Strength.............................................................................................3 S. SUMMARIES AND CONCLUSIONS..........................................................................3 6.1. SUBSURFACE CONDITIONS ...................................................................................3 6.2. L-PILE DESIGN PROPERTIES ................................................................I......I.......... q 7. LIMITATIONS ................................................................................................. .5 APPENDIX 1. BORING LOCATION DIAGRAM......................................................................................................A-1 2. LOGS OF BORINGS............................................................I...........................................................A-2 3. GENERAL SOIL DESCRIPTIONS...................................................................................B-1 TSIT I PROJECT NO. T16040 GEOTECHNICAL ENGINEERING REPORT M388 B, M280 S SS SLOPE PROTECTION STRUCTURES FOR CITY OF FORT WORTH, TX 1. PROJECT INFORMATION The project consists of the providing geotechnical borings for the purposes of designing and installing both temporary and permanent slope protection structures to protect an approximately 310' length of the buried sanitary sewer line where the Trinity River has relocated over time and scouring of the riverbank is a danger for the stability of the lines. A geotechnical investigation is required to provide information on the depth to rock and to provide geotechnical L-pile parameters for design of a permanent slope protection structure. Results will be provided to the City of Fort Worth and their Engineer of Record for this project. 2. PURPOSE AND SCOPE OF INVESTIGATION The scope of the required investigation is outlined as follows: 1. Perform drilling and sampling to explore the bed rock depth at the site. City of Fort Worth to provide staking of repair area and non-destructive excavation to identify the location of the two 90" diameter SS lines. Locations were then selected to advance three (3) borings based on this information. 2. Evaluate the pertinent engineering properties of the subsurface materials. 3. Provide a copy of the field boring logs to the Sheet Pile contractor and the Engineer of Record to provide depth to rock at 3 points of the repair area. 4. Preparation of a geotechnical report with the boring logs, laboratory data and the L-pile design values requested by the Engineer of Record for design of the permanent slope protection structure. 3. FIELD OPERATIONS On June 17, 2016 a total of three (3) soil test borings were drilled at the site as follows: Paving Areas;P-1 thru P-3 were drilled to a maximum depth of 5 feet below into bedrock. Approximate drill locations are shown on the Boring location Diagram in the Appendix. Borings B1 and B3 were immediately adjacent to the riverbank. Boring B2 was located North of the second SS line. A truck-mounted auger-drilling rig was used to advance these borings and to obtain samples for laboratory evaluation. Undisturbed samples of cohesive soil were obtained at intermittent intervals with standard, thin-walled, seamless tube samplers. These specimens were extruded in the field, logged, sealed and packaged to protect them from any disturbance and loss of in-situ moisture content during transportation to our laboratory. TSIT 1 PROJECT NO. T16040 GEOTECHNICAL ENGINEERING REPORT M388 B, M280 B SS SLOPE PROTECTION STRUCTURES FOR CITY OF FORT WORTH, TX Foundation bearing properties of the bedrock layers were evaluated using the Texas Highway Department (THD) Cone Penetrometer test. This test consists of determining the penetration of a 3 inch diameter cone driven with an approximate energy equivalent of a 170 pound hammer falling 24 inches. Measurements were made of the existing asphalt pavement and any aggregate base materials encountered during sampling. The results of the boring program are presented on the Logs of Borings in the Appendix. 4. LABORATORY TESTING Samples, obtained during our field exploration, were examined at our laboratory by the Project Geotechnical Engineer. Representative samples of the soil were selected, under the supervision of this engineer, for laboratory testing. The in-situ dry unit weight and moisture content of the samples were determined and used in conjunction with the Atterberg Limit tests for the determination of the Plastic and Liquid Limit to evaluate the potential volumetric change of the expansive clay strata. The results of these tests were also used to evaluate the uniformity of the material. The strength of the cohesive soils was evaluated by means of hand penetrometer testing. All the results of our laboratory testing are presented on the Logs of the Boring and other data sheets in the Appendix. 5. SUBSURFACE CONDITIONS The subsurface soil conditions encountered during drilling of the borings are presented on the Logs of the Borings in the Appendix. 5.1. SITE GEOLOGY AND SOIL STRATIGRAPHY The project site is located in the Alluvium Strata as identified by the USGS maps. This strata is typically located along streams and is composed of sand, silt, clay and gravel deposits. The depth to rock varied from 18 to 37 feet below top of ground; Tan Limestone was encountered at B-1 and Gray limestone was encountered at B-2 and B-3. Accurate descriptions and details of the various strata encountered, their depths and thicknesses are presented on the corresponding Logs of Borings in the Appendix. 5.2. GROUNDWATER The borings were advanced using continuous flight augers allowing relatively accurate measurements of the groundwater levels. Groundwater seepage was encountered and likely is influenced by the proximity to the Trinity River. However, it must be noted that groundwater conditions can vary with seasonal fluctuations in the precipitation and the elevation of the river. TSIT 2 PROJECT NO. T16040 GEOTECHNICAL. ENGINEERING REPORT M388 B, M280 B SS SLOPE PROTECTION STRUCTURES FOR CITY OF FORT WORTH, TX 5.3. ENGINEERING PROPERTIES 5.3.1. SOIL PLASTICITY Plasticity Indexes (PI) of samples obtained from the lean clay strata are on the order of 29 to 44 percent. 5.3.2. SOIL MOISTURE AND DRY DENSITY The in-situ moisture contents of the soil samples are on the order of 10 to 23 percent. We have estimated the effective dry unit weight of the lean clays to be on the order of 101 to 127 pcf. 5.3.3. SOIL STRENGTH The pocket penetrometer values of the samples obtained from lean clay layers range between 1.75 to 4.5+ tsf. 6. SUMMARIES AND CONCLUSIONS Based on available information provided by our test borings, laboratory testing, our observations, and the information available to us from the client, and all other sources mentioned in this report we provide the following comments and conclusions: 6.1. SUBSURFACE CONDITIONS The subsurface conditions encountered at this project site are generally consistent and similar with those anticipated based on the site geology and our experience in this area. While the depth to rock varies between the three borings,the properties of the overburden soils are consistent. A table of L-pile values has been prepared that is appropriate to use for B1, B2 and B3 as follows: 3 GEOTECHNICAL ENGINEERING REPORT M388 B, M280 B SS SLOPE PROTECTION STRUCTURES FOR CITY OF FORT WORTH, TX Summary of Lrpile Input Values Soil Type Typical Values Clay (Stiff) Effective unit weight 0.072 pci soil modulus, k 120 pci Cohesive Strength 12 pci Strain, E50 0.007 Active coefficient Ka 0.5 Passive coefficient Kp 2.75 Limestone (Weak Effective unit weight 0.076 pci rock) Young's Modulus, Er 120,000 psi Uniaxial Compressive strength 85% RQD 0.0006 K-rm Note• • The resistance provided by the upper 5 feet of soil should not be used in the analysis. • These values are applicable to 131, B2, B3 Sf GEOTECHNICAL ENGINEERING REPORT M388 B, M280 B SS SLOPE PROTECTION STRUCTURES FOR CITY OF FORT WORTH, TK 7.0 Limitations All geotechnical investigations are limited in that the recommendations are developed from the information obtained specifically in the small-diameter test borings which depict subsurface conditions at the particular location and time designated on the boring logs. Subsurface conditions at Other locations may differ from those observed at nearby boring locations. The nature and extent of variations between the borings may not become evident until the course of construction. If significant variations then appear evident, it will be necessary to re-evaluate the recommendations of this report after performing on-site observations during the construction period and noting the characteristics of any variation. Should any conditions other than those described in this report be encountered, our office should be notified so that further investigations and supplemental recommendations, if required, can be provided. The recommendations provided in this report were based on our understanding of information about the characteristics of the project, which was provided by the client. If The client notes any deviation from the facts about the project characteristics or if the nature of the proposed project has changed, our office should be contacted immediately since this may materially alter the content of our design recommendations. This investigation and study was performed in accordance with generally accepted geotechnical engineering principles and practices based on the scope of services outlined in the accepted proposal. This company is not responsible for the conclusions, opinions or recommendations made by others based on this data. The information contained in this report is intended for the exclusive use of our client. In the event that any changes in the location, nature, or design of the project are made, the conclusions and recommendations in this report should not be considered valid until the changes are reviewed, and conclusions and/or recommendations are modified or verified by our office. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made to guide the restoration efforts of the proposed structure only. This report should not be used as a construction specification but as a guide for developing final building plans and specifications. 5 GEOTECHNICAL ENGINEERING REPORT M388 B. M280 B SS SLOPE PROTECTION STRUCTURES FOR CITY OF FORT WORTH, TX APPENDIX SITE MAPS, DRAWINGS, BORINGS LOGS TSIT PROJECT NO. T16036 GEOTECHNICAL ENGINEERING REPORT M388 B, M280 B SS SLOPE PROTECTION STRUCTURES FOR CITY OF FORT WORTH, TX SITE LOCATION/ TEST BORING LOCATIONS TSIT A-1 PROJECT NO. T16040 GEOTECHNICAL ENGINEERING REPORT M388 8, M280 B SS SLOPE PROTECTION STRUCTURES FOR CITY OF FORT WORTH, TX fit DRUM I1 Ito --Wvwq GAU lot' Aloo-a— AqAw3lwmomv wid NMI Irmo looco""MOAMAME 10(c~qlm"&wm-I wolf vi TSIT A-1 PROJECT NO. T16040 RECORD OF SUBSURFACE EXPLORATION Boring No.: B-1 32.776694/-97.257194 ELEV=501.11 Date Started: 6117116 Project No.: T16045 Date Completed: 6/17/16 Client: CITY OF FORT WORTH Entered By: SHEILA M.TESAR Project: SLOPE STABILIZATION-SEWER LINES Approved By: CHISHA MUSENDA,P.E. Location: FORT WORTH,TEXAS Drilling Co.: GEDCO SAMPLING INFORMATION FIELD DATA LABORATORY DATA Hammer M. 140 lbs. Rock Core Dia. in. ATTERBERG Hammer Drop 30 in. Tube O.D. 3.0 in. zz UMTS Spoon Sampler O.D. 2.0 in, a z r� DRILLING METHOD(S): Boring advanced using continuous flight auger drilling equipment wo z C z H GROUNDWATER INFORMATION: Groundwater seepage v @i'—,E encountered at 19.0'during drilling. Boring dry at completion. OR Q 0 i F fl Q Q< 2 0 1 0 DEPTH ED DESCRIPTION OF STRATUM y b a LL PL PI o v t•: o Dark brown and light brown SANDY CLAY(CH)with calcareous nodules P:2.2S 21 64 21 43 101 2.36@ 8.6% 5 Reddish brown SAND with gravel Grayish brown SANDY CLAY CH Brawn SANDY CLAY(CH)with gypsum seams P:3.25 23 64 20 44 104 2.31@ 10 8.5% 10 Gray and brown CLAY(CH) 15 P:3.25 21 61 22 39 107 2-2`S 15 9.5% Tan SANDY CLAY(CL) —20 2a Tan and gray SANDY CLAY(CL) P;1.75 16 44 74 30 111 1.56@ 25 9.3% 25 Tan and brown SANDY CLAY(CL)with calcareous nodules 30 30 35 35 Tan SANDY CLAY(CL)with limestone graves Tan weathered LIMESTONE with tan clay seams —40 40 N:5010.25' w .r N:5010.75" ti N:5010.5" o Bottom of Test Boring at 45.0' c� d a fD NO RECOVERY 10 CONTINUOUS FLJGHT AUGER N-STANDARD PENETRATION TEST ®ROCK CORE ®TEXAS CONE PENETROMETER P-HAND PENETROMETER + ®PRESSED SEAMLESS TUBE Q WATER INITIAL T-TEXAS CONE PENETROMETER SEE BORING LOCATION DIAGRAM FOR DRIVEN SPLIT SPOON WATER FINAL BORING LOCATIONS chi A-2 RECORD OF SUBSURFACE EXPLORATION Boring No.: B-2 32.7771941-97.257417 -ELEV=501.98 Date Started: 6118/16 Project No.: T16045 Date Completed: 6/18/16 Client: CITY OF FORT WORTH Entered By: SHEILA M.TESAR Project: SLOPE STABILIZATION-SEWER LINES Approved By: CHISHA MUSENDA,P.E. Location: FORT WORTH,TEXAS Drilling Co.: GEDCO SAMPLING INFORMATION FIELD DATA LABORATORY DATA Hammer Wt. 140 lbs. Rock Core Dia. in. ATTERBERG Hammer Drop 30 in. Tube O.D. 3.0 in. LIMITS Spoon Sampler O.D. 2,0 In. a z x DRILLING METHOD(S): Boring advanced using continuous flight o tz auger drilling equipment. GROUNDWATER INFORMATION: No groundwater seepageIZ E 9 a encountered during drilling. Water at 10.0'at completion. 2 2 - y o a mWY o a CL Of a� w EMPTH DESCRIPTION OF STRATUM i i�H a LL PL PI 0.0 w t o Dark brown SANDY CLAY(CH/CL)with gravel limestone P:2.6 15 59 17 42 114 2.320 8.7% 5 5 P:2.5 12 50 21 29 116 16.2% 1 b.2°� 10 Light brown SANDY CLAY(CH/CL)with gravel limestone 10 Light brownish gray weathered CLAY(CH1CL)with calcareous nodules P:4.5. 16 52 19 33 116 2.32@ 15 10.1% 15 20 Tan weathered LIMESTONE with clay layers Y0 Gray LIMESTONE 25 T:100/1.0" 25— T:looto.ar 5T:1o0/o.03" l I I I 1 1— Bottom of Test Boring at 30.0' 35 35- -40 40 m 45 45 c� 0 (�NO RECOVERY Q CONTINUOUS FLIGHT AUGER N-STANDARD PENETRATION TEST ®ROCK CORE ®TEXAS CONE PENETROMETER P-HAND PENETROMETER .PRESSED SEAMLESS TUBE T-TEXAS CONE PENETROMETER WATER INITIAL SEE BORING LOCATION DIAGRAM FOR DRIVEN SPLIT SPOON WATER FINAL BORING LOCATIONS w [T A-3 RECORD OF SUBSURFACE EXPLORATION Boring No.: B-3 32.777306/-97.257806 ELEV=500.31 Date Started: 6/18116 Project No.: T16045 Date Completed: 6118/16 Client: CITY OF FORT WORTH Entered By: SHEILA M.TESAR Project: SLOPE STABILIZATION-SEWER LINES Approved By: CHISHA MUSENDA,P.E. Location: FORT WORTH,TEXAS Drilling Co.: GEDCO SAMPLING INFORMATION FIELD DATA LABORATORY DATA Hammer Wt. 140 lbs. Rock Core Dia. in. ATTERBERG Hammer Drop 30 in. Tube O.D. 3.0 In. LIMITS Spoon Sampler O.D. 2.0 in. z DRILLING METHOD(S): Boring advanced using continuous flight � e auger drilling equipment. GROUNDWATER INFORMATION: No groundwater seepage m o` a 9 L encountered during drilling. Water at 9.0'at completion. y g � 0 z a o bbe � m mg� m DESCRIPTION OF STRATUM y z a f a LL PL Pt o o v !~ a Dark brown SANDY CLAY(CH)with gravel 5 P:4.0 10 31 14 17 126 1 2-25@ 5 —10 10 P:4.5+ 21 59 30 29 106 2.170 15 15 -gravel layer at 16.0' Gray LIMESTONE 20 T:10011.75"" 20 7-Lt I T:10011.28'• 25 Bottom of Test Boring at 25.0' -30 30 35 35 40 40 45 45 a t9 w 0 2 G)NO RECOVERY ID CONTINUOUS FLIGHT AUGER N-STANDARD PENETRATION TEST ®ROCK CORE Q TEXAS CONE PENETROMETER P-HAND PENETROMETER PRESSED SEAMLESS TUBE WATER INITIALT-TEXAS CONE PENETROMETER •SEE BORING LOCATION DIAGRAM FOR DRIVEN SPLIT SPOON WATER FINAL BORING LOCATIONS o A-4 GEOTECHNICAL ENGINEERING REPORT M388 B, M280 B SS SLOPE PROTECTION STRUCTURES FOR CITY OF FORT WORTH, TX Major Divisions Group Typical Names Symbol GW Well-graded gravels and gravel-sand mixtures, Gravels Clean little or no fines 50%or more Gravels Poorly graded gravels and gravel-sand of course GP mixtures,little or no fines fraction retained on Gavels GM $My gravels,gravel-sand-slit mixtures �� fines Course-Grained Solis the No. 4 sieve GC Clayey gravels,gravel-sand-clay mixtures More than 50%20 retained Well-graded sands and gravelly sands little or on the No. Z00 sieve SW g 9 Y Sands Clean no fines 50% or more Sands SP poorly graded sands and gravelly sands,little or of course no fines fraction passes the No. 4 sieve Sands SM 5Y sands, sand-slit mixtures with Fines SC Clayey sands,sand-clay mixtures ML Inorganic silts, very fine sands,rock four,9Lty or clayey fine sands Silts and Clays CL Inorganic clays of low to medium plasticity, Uquid Umit 50%or less gravelly/sandy/gtWean clays Fine-Grained Soils Organic silts and organic 5ft clays of low More than 50%passes OL plasticity the No. 200 sieve Inorganic silts, ria(g�or diatomaceous fine Silts and Clays MH sands or silts, elastic slits Uquid Umit greater than CH Inorganic clays or high plasticity, fat clays 50% 0 H Organic clays of medium to high plasticity Highly Organic Soils PT Peat,muck,and other highly organic soils TSIT B-1 PROJECT NO. T16040 GEOTECHNICAL ENGINEERING REPORT M388 B, M280 B SS SLOPE PROTECTION STRUCTURES FOR CITY OF FORT WORTH, TX Soil Strength parameters Allowable System Soil Consistency/ SPT, N-value Cohesion Friction Angle Capacity* (kips)** Type Relative Density (blows/ft) (psf) (degrees) 30" Ext.Sleeve Clay Very Soft <2 <250 - 25.3 Clay Soft 2 -3 250 -500 - 27.8 Clay Medium Stiff 4-7 501-1,000 - 30.9 Clay Stiff B -15 1,001-2,000 - 34.5 Clay Very Stiff 16 -32 2,001-4,000 - 36.8 Sand Very Loose <3 - 26-30 32.6 Sand Loose 4-9 - 28 -34 33.0 Sand Medium 10 -29 - 30 -36 34.4 Sand Dense 30 -49 - 34-40 1 34.8 * Capacity based upon a concrete compressive strength of 2,500 psi for the foundation. *Capacity considers a loss In black, uncoated steel thickness due to corrosion over a period of 50 years.The design period and corrosion loss rates are in accordance with ICC-ES AC358. ** 1 kip =1,000 pounds (lb.) 60 For classMcatJon of One-grained soils and On"rained fraction of coam"ralned Soils , 50 Equation of W-Line , Florl2ontal at PI*4 to LL=25.5, Inen Pi=0.73(LL-20) Equation of"U"-Line x 40 verticle at LL=16 to 131=7then Pi=0.9(LL-8) G m 30 00 M 20 .' & MH or OH 10 7 ' ML o CLtMi r OL 4LZI'll L I I I 0 10 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT(LL) TSIT B-2 PROJECT NO. T16040 i i GEOTECHNICAL ENGINEERING STUDY SLOPE STABILIZATION WEST FORK TRINITY RIVER 90-INCH M-338-B AND M-280-B SEWER LINES FORT WORTH, TEXAS Presented To: T. Smith Inspection and Testing, LLC November 2016 I i i PROJECT NO. 2345-16-01 I i I 1 i CM 7636 Pebble Drive ENGINEERING, INC. Farr Worth,Texas 76118 www.emjcngr.com November 8, 2016 Report No. 2345-16-01 T. Smith inspection and Testing, LLC 7473 Airport Freeway Fort Worth, Texas 76118 Attn: Mr. Kemp E. Akeman, P.E. GEOTECHNICAL ENGINEERING STUDY SLOPE STABILIZATION WEST FORK TRINITY RIVER 90-INCH M-338-8 AND M-280-B SEWER LINES FORT WORTH, TEXAS Dear Mr, Akeman; Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with CMJ Proposal 16-6028 (Revision 2) August 29, 2016. Formal authorization to initiate the geotechnical services was provided on August 31, 2016. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing geotechnical engineering services for any future projects. We appreciate the opportunity to be of service to T. Smith Inspection and Testing, LLC and their consultants. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, OF • E�qs tt CMJ ENGINEERING,INC. ,, I TEXABFim CwtsTRATIO ti,F-9177 40, 7 /..........................:f. JAMES P.SAPPINGTON, IV� ..............................d 97402 ••4�/ Jam s P. Sappington 1n ton 1V P.E. .41 © •��`° Seri r Engineer �4o' a �'��qty' Texa No. 97402 copies submitted: (1) Mr. Kemp E. Akeman, P.E.; T. Smith Inspection and Testing, LLC(email and mail) (2) Mr. Brian Darby, P.E.; James DeOtte Engineering, inc. (email and mail) (1) Mr. David Hartmann, P.E., S,E.; Frank W. Neal&Associates, inc. (email) Phone(817)284-9400 Fax(817) 589-9993 Morro(817) 589-9992 i' i TABLE OF CONTENTS Page 1.0 INTRODUCTION--------------------------------------------------------------------------------------------------------1 2.0 FIELD EXPLORATION AND LABORATORY TESTING------------------------------------------------------2 3.0 SUBSURFACE CONDITIONS---------------------------------------------------------------------------------------4 4.0 SLOPE STABILITY ANALYSIS -------------------------------------------------------------------------------------6 5.0 GABION FOUNDATIONS ------------------------------------------------------------------------------------------ 11 6.0 EARTHWORK----------------------------------------------------------=---------------------------------------------- 19 7.0 CONSTRUCTION OBSERVATIONS---------------------------------------------------------------------------- 22 8.0 REPORT CLOSURE------------------------------------------------------------------------------------------------- 23 APPENDIX A Plate Planof Borings---------------------------------------------------------------------------------------------------------------A.1 Unified Soil Classification System ---------------------------------------------------------------------------------------A.2 Key to Classification and Symbols---------------------------------------------------------------------------------------A.3 Logsof Borings-------------------------------------------------------------------------------------------------------A.4—A.5 Particle Size Distribution Reports--------------------------------------------------------------------------------A.6—A.7 Direct Shear Test Reports------------------------------------------------------------------------------------A.8—A.10 APPENDIX B Plate Logs of Borings (TSIT Report No. T16045)-------------------------------------------------------------------B.1 —B.3 i APPENDIX C Plate SlopeStability Analyses------------------------------------------------------------------------------------------CA —CA 1 Report No.2345-16.01 CMJ ENGINEERING,INC. i I i i 1.0 INTRODUCTION i i 1.1 General The project site is located along the north bank of the West Fork Trinity River approximately 550 feet south of the intersection of Etsie Street and Sanders Street in Fort Worth, Texas. The project, as currently planned, consists of investigating slope conditions along this reach where extensive bank erosion has occurred in close proximity to City of Fort Worth sewer lines M-338-B and M-280- B. The approximate 300-foot long, 35-foot tall bank could incur potential future erosion therby encroaching the existing sewer lines. The goal of this investigation is to provide geotechnical input/recommendations for slope remediation for protection of the existing twin 90-inch sanitary sewer lines. Surveying and geometry of the project area was provided by James DeOtte Engineering, Inc. Coordination of results and recommendations for remediation were coordinated with Mr. Brian Darby, P.E. of that company and Mr. David Hartmann, P.E., S.E. of Frank W. Neal & Associates, Inc. T. Smith Inspection and Testing, LLC previously prepared Report No. T16045 dated August 1, 2016 for this project. Logs of borings as recorded in Report No. T16045 are presented herein for convenience of reference only. Plates A.1A and A.1 B, Plan of Borings, depicts the project vicinity and location of the exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, analyze slope conditions, and provide recommendations and geotechnical design parameters for remedial measures to be designed by James DeOtte Engineering, Inc. i To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data, to develop geotechnical recommendations for the proposed construction. The recommendations contained in this report are based on data supplied by James DeOtte Engineering, Inc. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction I i Report No.2345-16-01 CMJ ENGINEERING,INC. 1 documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format I The text of the report is contained in Sections 1 through 8. All plates and large tables are contained in Appendix A. The alpha-numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. I Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). i I 2.0 FIELD EXPLORATION AND LABORATORY TESTING i 2.1 Field Exploration i Subsurface materials at the project site were explored by two (2) vertical soil borings drilled to depths of 42 to 45 feet. The borings were drilled using continuous and intermittent sampling with hollow-stem auger methods at the approximate locations shown on the Plan of Borings, Plates j A.1A and A.1B. The boring logs 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. Approximate boring ground surface elevations reported on the logs were interpreted from topographic information provided by James DeOtte Engineering, Inc. In addition, the locations of borings performed by T. Smith Inspection and Testing, LLC for Report No. T16045 are shown for reference on Plate A.1 B and the logs provided in Appendix B. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin-walled I (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown I of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. Report No.2345-16-01 CMJ ENGINEERING,INC. 2 I I The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the I value is tabulated as 4.5+. I Disturbed samples of the noncohesive granular or stiff to hard cohesive materials were obtained utilizing a nominal 2-inch O.D. split-barrel (split-spoon) sampler in conjunction with the Standard Penetration Test (ASTM D 1586). This test employs a 140-pound hammer that drops a free fall vertical distance of 30 inches, driving the split-spoon sampler into the material. The number of blows required for 18 inches of penetration is recorded and the value for the last 12 inches, or the penetration obtained from 100 blows, is reported as the Standard Penetration Value (N) at the appropriate depth on the logs of borings. 1 Continuous coring was performed at selected intervals in rock and rock-like materials using an NW (formerly NX) size, double-tube core barrel. This core barrel produces a nominal 2-inch diameter core sample. The core recovery and Rock Quality Designation (RQD) in percent are included in the appropriate column on the logs of borings. The recovered percent is presented first for each core run and the RQD percent is presented immediately beside the recovered percent, in the adjacent column. i Ground-water observations during and after completion of the borings are shown on the upper right of the boring logs. Upon completion of the borings, the bore hole was backfilled with soil cuttings and plugged at the surface by hand tamping. 2.2 Laboratory Testing i Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits, plastic limits, and gradations), moisture content, unconfined compressive strength, and unit weight tests were performed. Results of the laboratory classification tests, moisture content, unconfined compressive strength, and unit weight tests conducted for this project are included on the boring logs. i Direct shear tests were performed within the overburden soils. The shear tests were performed in order to obtain strength parameters of the soils in their existing state. The results of the direct shear tests are presented on Plates A.8 through A.10. Report No.2345-16-01 CMJ ENGINEERING,INC. 3 I i I The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. i i 3.0 SUBSURFACE CONDITIONS 3.1 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings are discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. i Fill materials are present to a depth of 3 feet in Borings B-1 and B-2, consisting of dark brown, brown, and light brown silty clays, shaly clays, and clays containing gravel and concrete fragments. Natural soils encountered consist of dark brown and brown clays of high plasticity overlying brown, light brown, and tan silty sandy clays below 6 to 8 feet. These clayey soils contain ironstone i nodules, calcareous nodules, and occasional gravel. Tan clayey sands, sands, and sandy gravels containing occasional iron seams, clay seams, and gravel are next present in the borings below 10'/ to 11 feet. These granular materials are considered loose to dense, with Standard Penetration (N) values ranging from 8 to 38 blows per foot. Tan, gray, and light gray silty shaly clays and shaly clays are present below the granular soils at depths of 17 to 18 feet. The clayey soils encountered are very stiff to hard in consistency (soil basis), with pocket penetrometer values of 4.25 to over 4.5 tsf. The various cohesive soils encountered in the borings had tested Liquid Limits (LL) ranging from 29 to 64 with Plasticity Indices (PI) ranging from 14 to 41 and are classified as CL and CH by the USCS. Tested unit weight values were 101 to 127 pcf and unconfined compressive strengths range from 2,710 to 38,890 psf. Gray limestone with shale seams and layers is next present in Borings B-1 and B-2 at depths of 23 to 24 feet below existing grade. Rock quality designation (RQD) measurements of recovered core samples range from 50 to 100 percent, with an average RQD value on the order of 75 percent. RQD is a rough measure of the degree of jointing or fracture in a rock mass. An average RQD of greater than 50 percent is indicative of fair to good rock mass quality, or generally intact in-situ rock in most instances. RQD values approaching 100 indicate excellent rock quality. Laboratory testing j i i Report No.2345-16-01 CMJ ENGINEERING,INC. j 4 of gray limestone in unconfined compression testing resulted in strength values varying from 42,800 to 943,150 psf. Lower strength test values are indicative of the presence of shale seams and layers within the gray limestone. i Various alluvial soils were observed by T. Smith Inspection and Testing, LLC (TSIT) during the course of their investigation. Similar depths to gray limestone are noted in Borings B-2 and B-3 as documented in their Report No. T16045 versus the CMJ borings discussed above. However, TSIT encountered tan limestone at a depth of 37 feet below grade in their Boring B-3 and did not encounter gray limestone to boring termination at 45 feet. 3.2 Ground-Water Observations Borings B-1 and B-2 were drilled using hollow stem flight augers in order to observe ground-water seepage during drilling. Ground water seepage was not observed above depths of 23% to 25 feet during initial drilling. Wet rotary drilling methods were utilized in Borings B-1 and B-2 below these depths to core the limestone and therefore accurate water level readings following drilling completion were not possible thereafter. Ground-water seepage was observed during drilling by TSIT in their Boring B-1 at a depth of 19 feet. Water levels of 9 to 10 feet were observed in TSIT Borings B-2 and B-3 at drilling completion while TSIT Boring B-1 was dry at completion. While it is not possible to accurately predict the magnitude of subsurface water fluctuation that might occur based upon these short-term observations, it should be recognized that ground-water conditions will vary with fluctuations in rainfall. Ground-water can occur atop harder, less- permeable materials (e.g., clay or limestone) or flow through granular, more permeable zones, and should be considered when developing the design and construction plans for this project. 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. Due to the variable subsurface conditions, long- term observations would be necessary to more accurately evaluate the ground-water level. Such observations would require installation of piezometer or observation wells which are sealed to prevent the influence of surface water. I I I Report No.2345-16.01 CMJ ENGINEERING,INC. 5 i r 4.0 SLOPE STABILITY ANALYSIS i 4.1 General Comments j The primary focus of this investigation was to determine if there exists an ample safety factor for the re-construction of a gabion basket or blanket slope at this site, and also, if there exists global slope instability along the approximate 30-foot high bank. Although the slope reconstruction will require some cuts and fills, the in-situ soil presents the primary component in global slope stability. New and re-worked fill will need to be carefully keyed and benched into natural soils to prevent localized creep or skin slides. 4.2 Slope Stability Analysis System-Computer Solutions CMJ Engineering, Inc. selected GSTABL7 with STEDwin to perform the slope stability analyses for this project. GSTABL7 with STEDwin is a combination of GSTABL7, an off shoot based on the original PCSTABL6-1986 developed at Purdue University. It is a two-dimensional, limit equilibrium slope stability program developed and enhanced by Garry H. Gregory, P.E. and Harold W. VanAller, P.E. CMJ Engineering, Inc. utilized GSTABL7, Version 2. This slope stability analysis utilizes Modified Bishop, Simplified Janbu, or the Spencer Method of Slices for analysis. Circular, random, and sliding block search routines are available for analysis. Analysis also allows the utilization of anisotropic soil strength parameters which aid in modeling tension cracks of bedding planes as well as different soil strength in different directions. The system overall allows analyses of hundreds of search options and potential failure surfaces and results in a print out showing the geometry, soil parameter summary, and listing of the ten most critical failure surfaces analyzed, focusing and highlighting the most critical surface with the lowest safety factor. i 4.3 Analyses/Input Parameters The selected geometry to simulate slope conditions has design parameters as identified on Plates C.1 through C.11 in the top of the graph. Three soil zones consist of the following: • Soils 1 and 3 — Clay/sandy clay soil zone containing gravel and ironstones with generally moderate strength conditions, selected to have a friction angle of 28 degrees and cohesion of 350 psf • Soil 2 — Sand and gravel layer containing clay seams, selected to have a friction angle of 30 degrees and a cohesion value of 100 psf i I Report No.2345-16.01 CMJ ENGINEERING,INC. 6 I i i I I • Soil 4 — Gray limestone, possessing significantly increased strength parameters over Soils 1 through 3 • Soil 5 — Fill soils consisting of CL or SC material as specified and installed as recommended below, possessing moderate strength parameters with a cohesion value of 400 psf and a friction angle of 20 degrees. • Soil 6 (Plates C.6 through C.11) — Simulates the presence of the sanitary sewer lines, parameters selected to impart little to no load carrying capability The water level in Trinity River was placed at a relatively low level, simulating somewhat rapid drawdown conditions for the slope. This relatively worse-case condition was considered appropriate since most of the onsite clay soils possess relatively low permeability and since the actual river level can fluctuate significantly. Numerous analyses were conducted by CMJ Engineering, Inc. to identify the worst-case methodology to use in analysis as well as the appropriate soil parameters, which affect the slope stability. Slope stability analyses were checked using both circular and wedge-type failure conditions. Slope stability analyses were all conducted based on geometrics at Station 13+50 as provided by James DeOtte Engineering, Inc. The assumed soil properties utilized for analysis are denoted in the table in the upper left on Plates C.1 through C.11. The soil type below each profile j line is denoted with a number that corresponds to the table in the upper left. The table lists the assumed unit weight and strength properties for each soil type. The method for determining the strength of the slope soils was laboratory soil testing. The strength tests consisted of both unconfined compressive tests and direct shear tests. j Long-term acceptable factors of safety for slope stability are considered to be 1.5 or above. In other words, the resisting forces to failure are 50 percent greater than the driving forces. A factor of safety of 1.0 indicates impending failure. I 4.4 Analyses 4.4.1 Slope Stability/Resisting Load Requirement Multiple analyses were performed in order to obtain the factors of safety for the investigation slope geometry considered. These outputs present the assumed orientation on the slope, soil strength parameters, 10 most critical failure surfaces, and factors of safety for the surfaces. Initially, a gabion basket slope installed at an angle of 1 H:1 V was desired by James DeOtte Engineering, Inc. i i i Report No.2345-16-01 CMJ ENGINEERING,INC. 7 III i I 1 The following describes the failure planes demonstrated on the slope stability analyses contained in Plates C.1 through C.5: Plate C.1 — Simulates a planned gabion basket slope of 1 H:1 V; analyses utilize the circular arc failure plane provided by the Modified Bishop method; failure plane tangents at the toe of the 1H:1V gabion slope resulting in a factor of safety equal 1.13 Plate C.2 —Simulates the same condition as Plate C.1 with the addition of heavy equipment I at the slope crest resulting in a factor of safety equal 0.96 I Plate C.3 — Utilizes the same design parameters as analyzed on Plate C.1, utilizes the same slope stability methodology calculated by the Modified Bishop method; simulates a pier system placed at the top of the slope longitudinally along the slope and creek with a restrictive load to failure of 18 kips per foot; results in a factor of safety of 1.45 Plate C.4 — Utilizes the same design parameters as analyzed on Plate C.3 with the exception of forcing failure planes to occur on the river side of the pier system, utilizes the same slope stability methodology calculated by the Modified Bishop method; simulates a pier system placed at the top of the slope longitudinally along the slope and creek with a restrictive load to failure of 18 kips per foot; results in a factor of safety of 1.47 Plate C.5 — Utilizes the same design parameters as analyzed on Plate C.3, simulates a pier system placed at the lower third point of the slope longitudinally along the slope and creek with a restrictive load to failure of 18 kips per foot; results in a factor of safety of 1.51 Readers should understand that a factor of safety of 1.0 implies impending failure and a factor of safety of less than 1.0 implies the slope would fall based on the input parameters. Common practices in the geotechnical industry requires that a long-term safety factor of 1.5 or greater be established for the safety of a slope. This essentially means that the resisting forces to sliding will be 50 percent greater that the driving forces for long-term conditions. As seen on the analysis of i Plates CA through C.5, several comments can be presented. I I • The slope stability analyses indicate that the planned 1 H:1 V gabion basket slope has factors of safety of 0.96 to 1.13 indicating the installation of such a slope would be near failure mode based on the input parameters. • To provide a factor of safety of approximately 1.5, a pier wall, with piers on 5-foot center-to- center spacing, would require a horizontal lateral load resisting component on the order of 18 kips per linear foot. In order to check the slope stability analyses presented above using the GSTABL7 system, CMJ Engineering, Inc. also utilized the Taylor and Fellenious method of slope stability which assumes a saturated slope. Using the same general slope stability parameters as identified above, the hand calculated safety factor of the saturated slope resulted in a value of 0.62. This further documents the critical nature of the slope as it exists presently and if installed with a 1 H:1 V gabion slope j without the aid of a significant lateral restraint or pier system. Report No.2345-16-01 CMJ ENGINEERING,INC. 8 � Another check of the relative amount of horizontal loading required to resist the slope failure was performed utilizing the Abrams and Wright Paper entitled "A Survey of Earth Slope Failures and Remedial Measures in Texas". Using the Abrams and Wright analyses and simulating the pier locations to be in the lower half of the proposed failure plane, resisting horizontal loads to failure on the order of 15 to 16 kips per linear foot would be required. These calculations generally agree with computer aided models. Rather than the installation of a pier system, the design team opted to investigation flattening of the bank slope to remediate global instability. An angle of 2H:1V was initially investigated, followed by � additional flattening to 2.5H:1 V. With the flattening option, the installation of anchored gabion baskets or mattresses are assumed to protect the slope and pipes from both erosion and shallow skin slides which can occur on relatively steep slopes. The following describes the failure planes demonstrated on the slope stability analyses contained in Plates C.6 through C.11: I Plate C.6 — Simulates a planned gabion basket/mattress slope of 2H:1V; analyses utilize the circular arc failure plane provided by the Modified Bishop method; failure plane tangents at the limestone/soil resulting in a factor of safety equal 1.42 Plate C.7 —Simulates the same condition as Plate C.6 with the addition of heavy equipment at the slope crest resulting in a factor of safety equal 1.25 Plate C.8 — Simulates a planned gabion basket/mattress slope of 2.5H:1 V; analyses utilize the circular arc failure plane provided by the Modified Bishop method; failure plane tangents at the limestone/soil resulting in a factor of safety equal 1.52 Plate C.9 —Simulates the same condition as Plate C.8 with the addition of heavy equipment at the slope crest resulting in a factor of safety equal 1.26 Plate A.10 — Simulates the same slope geometry and soil conditions as on Plate C.8; uses slope stability analyses calculated using a wedge-type failure by the Simplified Janbu method resulting in a factor of safety equal 1.45 Plate C.11 — Simulates the same condition as Plate C.10 with the addition of heavy equipment at the slope crest resulting in a factor of safety equal 1.18 As seen on the analysis of Plates C.6 through C.11, several comments can be presented. • The slope stability analyses indicate that the planned 2HAV gabion basket/mattress slope has factors of safety of 1.25 to 1.42 which is less than industry standard. • To provide a factor of safety of approximately 1.5, a 2.5H:1 V or flatter gabion basket/mattress slope is required. l Existing onsite soils presently possess moderate to excellent shear strength (soil basis). The relatively steep slope face which presently exists along the bank at this site is indicative of said Report No.2345-16-01 CMJ ENGINEERING,INC. 9 i strength as tested in the laboratory, and further is indicative that erosion is likely the primary component of slope distress presently occurring. Visual observations on-site by the writer did not note surficial tension cracks nor was there visual evidence of translational or rotational failure presently occurring. Fill materials encountered are subject to variation. However, if the fill soils in the borings are typical of the fill materials that can be encountered aside or within the slopes of the river, all of this information indicates moderate to excellent strength. i These analyses imply the proposed re-oriented slope with a maximum angle of 2.5H:1V should be globally stable long-term for its proposed new orientation with the placement of the gabion I basket/mattress with adequate erosion protection. This remedial design approach was selected by the design team in lieu of a pier restraint system. Earthwork recommendations as part of the slope reconstruction are presented in the Earthwork section. Although the above analyses indicates a satisfactory safety factor regarding slope stability for the 1 planned slope/gabion geometry, it is imperative that trained personnel in the field be vigilant to observe anomalies that may occur in the subsurface conditions during the excavation and j placement of this slope gabions. Any anomalous conditions should be brought to the attention of the engineers on this project for evaluation and potential remediation, as necessary. Onsite materials are known to vary in soil type and consistency. Isolated zones of loosely packed or soft materials can exist and their potential should be carefully observed by trained construction personnel. Recommendations for the new gabion system are provided in the next report section. Shallow skin slides are known to occur with slopes steeper than 3H:1V with the given slope height of this project. Analyses of a shallow skin slide is not conducive to computer aided methodologies. Hand solutions using an infinite slope with saturated soil conditions (worst-case friction angle equals 0) were employed. Assuming an infinite 2.5 horizontal to 1 vertical slope with a 7-foot thickness and a cohesion value on the order of 350 psf, a safety factor on the order of 1.1 was obtained. This analysis does not account for desiccation cracks which, when filled with water, adds to the instability of a slope. This analysis also does not account for the presence of granular j or gravel materials which would serve to slightly increase safety factors. As previously discussed, the installation of properly founded and anchored gabion baskets or mattresses must be installed j and is imperative to protect the slope and pipes from both erosion and shallow skin slides which i can occur on relatively steep slopes. i Report No.2345-16-01 CMJ ENGINEERING,INC. 10 i 5.0 GABION FOUNDATIONS 5.1 General Discussion Two independent design criteria must be satisfied in the selection of the type of foundation to support the proposed structure. First, the ultimate bearing capacity, reduced by a sufficient factor of safety, must not be exceeded by the bearing pressure transferred to the foundation soils. Second, due to consolidation or expansion of the underlying soils during the operating life of the structure, total and differential vertical movements must be within tolerable limits. Based on most exploration borings, gray limestone is present near Elevation 479 to 482. The exception is TSIT Boring B-1 where gray limestone was not encountered through boring termination at 45 feet (through Elevation 456). Therefore, where the gray limestone is present and accessible near the toe of the proposed gabion slope, a shallow foundation may be employed. Where the gray limestone occurs at such a depth as cannot be effectively employed as a shallow foundation, auger-excavated straight drilled shafts penetrating the gray limestone are recommended, resulting in a mixed foundation system. Where each system is employed ultimately must be determined based on field conditions with respect to the occurrence the gray limestone. In order to provide full erosion protection at the toe, secant pier geometry is recommended. Recommendations for both systems are presented below, 5.2 Shallow Foundation 5.2.1 Allowable Foundation Pressure Foundations for gabion erosion control structures may be founded a minimum of 2 feet within the gray limestone. Proper identification of the bearing material by qualified geotechnical personnel during construction is paramount; therefore, the foundation bearing depth may be deeper, i depending on materials encountered. The foundations may be designed for an allowable bearing pressure of 5.0 ksf. The allowable foundation pressure given above is for the maximum pressure induced by the foundation loads, and not the average pressure under the foundation base. i The horizontal bases of the footings will develop resistance to sliding by means of a combination of friction and adhesion (for cohesive foundation materials). Given the nature of the foundation materials, an ultimate friction factor of 0.4 may be used to calculate sliding resistance of the l footings bearing on gray limestone. I Report No.2345-16.01 CMJ ENGINEERING,INC. 11 i i Sliding resistance may be increased where the vertical sides of the gabions which are in contact with the gray limestone by developing passive earth pressures. A passive lateral earth pressure coefficient of 2.0 should be used for passive resistance calculations where passive resistance is developed against a vertical side of a gabion in intimate contact with the tan or gray limestone, based on a soil unit weight of 120 pcf, per foot of footing height. Concrete grout should be utilized i to establish intimate contact between the gabion and the limestone to provide for passive resistance. Foundations designed in accordance with these recommendations will have a minimum factor of safety of 3 with respect to a bearing capacity failure, and should experience a total settlement of 1 inch or less and a differential settlement of '/2 inch or less after construction, providing all fill has been properly placed and compacted as described in the Earthwork section. I 5.2.2 Shallow Foundation Construction The footing excavations should be neat vertical cuts (or sawcut) and maintained throughout construction. If the footing excavations are overexcavated beyond the planned footing elevation, %-inch crushed stone or concrete grout should be utilized to establish footing grade. Under no circumstances should re-compacted fill be placed under the gabion footing foundations. i Mat type or spread foundation construction should be monitored by a representative of the geotechnical engineer to observe, among other things, the following items: I • Identification of bearing material I Adequate penetration of the foundation excavation into the bearing layer • The base and sides of the excavation are clean of loose cuttings • When seepage is encountered, whether it is sufficient amount to require the use of excavation dewatering methods Precautions should be taken during the placement of reinforcing steel and concrete to prevent loose, excavated soil from falling into the excavation. Concrete should be placed as soon as practical after completion of the excavating, cleaning, reinforcing steel placement and observation. Excavation for the shallow foundation should be filled with full gabion baskets before the end of the workday, or sooner if required, to prevent deterioration of the bearing material. Prolonged exposure or inundation of the bearing surface with water will result in changes in strength and compressibility characteristics. If delays occur, the excavation should be deepened as necessary Report No.2345-16.01 CMJ ENGINEERING,INC. 12 and cleaned, in order to provide a fresh bearing surface. If more than 24 hours of exposure of the bearing surface is anticipated in the excavations, a "mud slab" should be used to protect the bearing surfaces. If a mud slab is used, the foundation excavations should initially be over- excavated by approximately 4 inches and a lean concrete mud slab of approximately 4 inches in thickness should be placed in the bottom of the excavations immediately following exposure of the bearing surface by excavation. The mud slab will protect the bearing surface, maintain more uniform moisture in the subgrade, facilitate dewatering of excavations if required, and provide a working surface for the placement of formwork and reinforcing steel. i The concrete should be placed in a manner that will prevent the concrete from striking the reinforcing steel or the sides of the excavation in a manner that would cause segregation of the concrete. 5.3 Deep Foundation System 5.3.1 Design Criteria I Recommendations and parameters for the design of cast-in-place straight-shaft drilled piers are outlined below. Specific recommendations for the construction and installation of the drilled piers are included in the following section, and shall be followed during construction. Bearing Stratum Gray LIMESTONE with shale seams i Depth of Bearing Stratum: Elevation 479 to 482 and in excess of Elevation 456 in vicinity of TSIT Boring B-1 Required Penetration/Depth: All piers should penetrate into the bearing stratum a minimum of 2 feet. Allowable End Bearing Capacity: 40,000 psf Allowable Skin Friction: Applicable in gray limestone and below any temporary casing; 2,150 psf for compressive loads and 1,500 psf for tensile loads. The above values contain a safety factor of three (3). A minimum pier diameter of 18 inches is recommended. As discussed previously, we anticipate piers geometry to be very close or secant in order to prevent undermining of the toe which will require special installation sequences. The skin friction values above assume very close pier spacing and related reduction in skin friction. and/or changes in installation sequences. Depending on the river water surface elevation, it should be anticipated that ground-water seepage above the bearing stratum will be encountered Report No.2345-16-01 CMJ ENGINEERING,INC. 13 I I during installation of the straight shafts and temporary casing will be required for proper installation. j I Settlements for properly installed and constructed straight shafts in the gray limestone will be I primarily elastic and are estimated to be one inch or less. 5.3.2 Soil Induced Uplift Loads The drilled shafts could experience tensile loads as a result of post construction heave in the site i soils. The magnitude of these loads varies with the shaft diameter, soil parameters, and particularly the in-situ moisture levels at the time of construction. For design purposes, an uplift I load of 1,500 psf over a shaft length of 6 feet is estimated. This load must be resisted by the dead load on the shaft, continuous vertical reinforcing steel in the shaft, and a shaft adhesion developed within the bearing strata. In order to aid in the structural design of the reinforcement, minimum reinforcing should be equal to 0.5 percent of the shaft area. 5.3.3 Drilled Shaft Construction Considerations i Drilled pier construction should be monitored by a representative of the geotechnical engineer to observe, among other things, the following items: • Identification of bearing material • Adequate penetration of the shaft excavation into the bearing layer • The base and sides of the shaft excavation are clean of loose cuttings • If seepage is encountered, whether it is of sufficient amount to require the use of temporary steel casing. If casing is needed it is important that the field representative observe that a high head of plastic concrete is maintained within the casing at all times during their extraction to prevent the inflow of water Precautions should be taken during the placement of reinforcing steel and concrete to prevent loose, excavated soil from falling into the excavation. Concrete should be placed as soon as practical after completion of the drilling, cleaning, and observation. Excavation for a drilled pier should be filled with concrete before the end of the workday, or sooner if required to prevent deterioration of the bearing material. Prolonged exposure or inundation of the bearing surface with water will result in changes in strength and compressibility characteristics. If delays occur, the i drilled pier excavation should be deepened as necessary and cleaned, in order to provide a fresh bearing surface. Report No.2345-16-01 CMJ ENGINEERING,INC. I 14 Excavations for the shafts should be maintained in the dry. It should be anticipated that ground- water seepage will be encountered during shaft installation of all straight shafts and that temporary casing will be required for all straight shafts for proper shaft installation. The casing should be seated below the zone of seepage with all water and most loose material removed prior to beginning the design penetration. Care must then be taken that a sufficient head of plastic concrete is maintained within the casing during extraction. The concrete should have a slump of 6 inches plus or minus 1 inch. The concrete should be placed in a manner to prevent the concrete from striking the reinforcing cage or the sides of the excavation. Concrete should be tremied to the bottom of the excavation to control the maximum free fall of the plastic concrete to less than 10 feet, or focus concrete in the middle of the reinforcing cage to prevent segregation. A drilling rig of sufficient size and weight will be necessary for drilling and/or coring through the I hard layers to reach the desired bearing stratum and achieve the required penetration. r In addition to the above guidelines, the specifications from the Association of Drilled Shaft Contractors Inc. "Standards and Specifications for the Foundation Drilling Industry" as Revised 1999 or other recognized specifications for proper installation of drilled shaft foundation systems should be followed. 5.4 Gabion Design Considerations i Undercutting of the gabion must be prevented in order for the structure to be successful. In addition to providing the embedment depth recommended above, the addition of a minimum 18- inch thick gabion mattress at the toe should be considered for additional scour protection. The mattress should be at least 6 feet in length perpendicular to the gabion wall. The upstream end of the gabions should be protected from erosion by angling a return into the bank using either a gabion mattress of suitable rip-rap. PVC coated gabions should be used, particularly as the base of the structure will be inundated by water. Detailed specifications should be provided for gabion construction including proper tying method, inner tie wire method, cutting and retying of the gabions to form angles and curves, passage of pipes through gabions, tapering and transitioning of gabions, etc. I i i .Report No.2345-16-01 CMJ ENGINEERING,INC. 15 I The contractor or subcontractor selected should have prior acceptable experience in gabion construction. 5.5 Gabion Anchor/Tieback Skin Friction The use of anchors or tie backs are anticipated to resist flood flow forces and to prevent shallow j skin slides. Analyses of the capability of the soils to provide skin friction or adhesion along the tieback boundary utilized the results of the direct shear and unconfined compressive strength tests in the laboratory with the analyses performed by J. G. Potyondy and presented in his paper entitled "Skin Friction Between Various Soils and Construction Materials". The skin friction or adhesion value for the underlying limestone utilized guidelines by TxDOT, and assumed that the actual uplifting friction of the tieback would be approximately 75 percent of that friction generated via compression. The results of these analyses provided the following recommendations: • Soil o Above Elevation 485 — utilize no skin friction (0 psf) or tieback friction within the re- worked fill zone and immediately below thereof o Below Elevation 485 — utilize an adhesion of 250 psf between the tieback and the surrounding soils • Gray Limestone o Below Elevation 479 to 482 in and below Elevation 456 in TSIT Boring B-1 (east portion of site) ■ In the initial 3 feet of gray limestone, use 1,600 psf ■ Below a 3-foot penetration in gray limestone, use 4,000 psf All tiebacks should be at least 18 feet in length or penetrate a minimum of 3 feet into gray limestone, regardless of the load required. Verification of tieback capacity is accomplished by performing proof tests on every tieback and occasional performance testing. The proof test is performed by applying increasing increments of load to a tieback, until the test load is more than the design load, then reducing the load to a value which is "locked off' on the tieback. For proof testing, 1.2 times the design load is recommended. Each site should incorporate at least three performance tests to verify the suitability of the tieback for use at the site. The performance test is a detailed test which will show the anchor has sufficient capacity, has been made deep enough in the ground, and can be used to analyze the proof test. Report No.2345-16-01 CMJ ENGINEERING,INC 16 I i Recommended load increments for the performance test are 0.25, 0.50, 0.75, 1.0, 1.2, 1.33 times j the design load. Performance test is not a test for failure. The hydraulic jack utilized to impart loads onto tiebacks should be calibrated at the site after delivery. i It is highly recommended that all tieback testing be monitored by CMJ Engineering, Inc. to verify proper proof testing and performance testing of the tiebacks and to verify the load carrying I capability of the soils and shale. Prior to testing, the engineer should provide the minimum elastic movement anticipated, maximum elastic movement which should be generated, and failure criteria. I 'r 5.6 Lateral Earth Pressure 5.6.1 Equivalent Fluid Pressures A slope angle of 2.5 horizontal to 1 vertical (2.5H:1 V) or flatter is planned. Lateral earth pressures on retaining walls will depend on a variety of factors, including the type of soils behind the wall, the condition of the soils, and the drainage conditions behind the wall, Recommended lateral earth pressures expressed as equivalent fluid pressures, per foot of wall height, are presented in Table i 5.5.1-1 for a wall with a 2.5H:1 V sloped backfill behind the top of the wall. The equivalent fluid I pressure for an undrained condition should be used if a drainage system is not present to remove water trapped in the backfill and behind the wall. Pressures are provided for at-rest and active earth pressure conditions. In order to allow for an active condition, the top of the wall(s) must deflect on the order of 0.4 percent. TABLE 5.5.1-1 I Equivalent Fluid Pressures for Sloped Backfill at 2.5H:1V At-Rest Equivalent Active Equivalent Backfill Material Fluid Pressure(pcf) Fluid Pressure(pcf) Drained Undrained Drained Undrained Excavated on-site clay or clay fill material 138 150 117 137 I Select fill or on-site soils meeting 89 123 69 117 materia!specifications Free draining granular backfill =69123 48 110 material i For the select fill or free draining granular backfill, these values assume that a "full" wedge of the material is present behind the wall. The wedge is defined where the wall backfill limits extend Report No.2345-16-01 CMJ ENGINEERING,INC. 17 i I outward at least 2 feet from the base of the wall and then upward on a 1 H:2V slope. For narrower backfill widths of granular or select fill soils, the equivalent fluid pressures for the on-site soils should be used. 5.6.2 Wall Backfill Material Requirements I Granular Wall Backfill: All free draining granular wall backfill material should be a crushed stone, sand/gravel mixture, or sand/crushed stone mixture. The material should have less than 3 percent passing the No. 200 sieve and less than 30 percent passing the No. 40 sieve. The minus No. 40 sieve material should be non-plastic. Granular wall backfill should not be water jetted during installation. Select Fill Behind Walls: All wall select backfill should consist of clayey sand and/or sandy clay material with a plasticity index of 16 or less, with a liquid limit not exceeding 35. The select fill should be placed in maximum 8-inch lifts and compacted to between 95 and 100 percent of Standard Proctor density (ASTM D 698) within a moisture range of plus to minus 3 percentage points of the optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment and should be compacted between 90 and 95 percent of the Standard Proctor Density. On-Site Soil Backfili: For wall backfill areas with site-excavated materials or similar imported materials, all oversized fragments larger than four inches in maximum dimension should be removed from the backfill materials prior to placement. The backfill should be free of all organic and deleterious materials, and should be placed in maximum 8-inch compacted lifts at a minimum of 95 percent of Standard Proctor density (ASTM D 698) within a moisture range of plus to minus 3 percentage points of optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment, and should be between 90 and 95 percent of the Standard Proctor Density. 5.6.3 Wall Backfill Settlement Settlement of the wall backfill should be anticipated. Piping and conduits through the fill should be designed for potential soil loading due to fill settlement. Floor slabs, sidewalls, and pavements over fills also may settle. Backfill compacted to the density recommended above is anticipated to settle on the order of 0.2 to 0.5 percent of the fill thickness. Report No.2345-16-01 CMJ ENGINEERING,INC. 18 I i 5.6.4 Below-Grade Drainage Requirements i I Pervious walls, (e.g., gabion walls, etc.) require a geotextile for separation between the backfill and I the back face of the wall. In order to achieve the "drained" condition, the entire backfill material must be free draining, or the backfill-wall geometry must be such that the backfill will not become i saturated from rainfall, ground water, adjacent water courses, or other sources. It should be noted that non-expansive earth fill and general earth fill are not-free draining. i i i 6.0 EARTHWORK I 6.1 Site Preparation I I 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 reworked 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. Prior to fill placement, the subgrade should be scarified to a minimum depth of 8 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. I 6.2 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 fill material should be compacted to a minimum of 95 percent of the maximum dry density determined by the Standard Proctor test, ASTM D 698. 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 Report No.2345-16-01 CMJ ENGINEERING,INC. 19 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. i 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. I i i i 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 contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. 6.3 Slope Reconstruction Recommendations Special site preparation procedures will be imperative to reduce the possibility of slope sliding, settlement of fill soils, and otherwise undue soil movements, In addition, cuts and fills will be required along the existing failed embankment to properly blend new fill materials to existing native or fill materials. These procedures are outlined below, but generally consist of proper removal of existing vegetation, proof rolling the site area to receive fill, benching new fill into the existing embankment soils to prevent a direct slide plane at this interface, and general grading at existing, specific erosion and drainage areas. Specific recommended procedures are provided in this report section to emphasize the importance of these procedures. If these procedures are adhered to during the construction phase, the potential for slides, undue settlement, and otherwise problematic soil movements are greatly reduced. The following specific recommendations are provided: j i 1. Grub all areas in which earth fill operations will take place. This requires the proper removal and disposal of all trees, brush, and vegetation. It also requires the grubbing j of all roots in excess of 1 inch and disposing of them properly away from the site. Report No.2345-16-01 CMJ ENGINEERING,INC. 20 i i I f 2. All organic topsoil, trash, debris, or other deleterious materials should be removed from the fill. Any rock fragments larger than 6-inch size should likewise be removed. 3. In areas to receive fill, the surface should be proof rolled to locate any soft or j compressible materials. Should said materials be encountered, they should be removed and backfilled with acceptable soil materials. i 4. The fill materials should be placed from the bottom leading upwards. The surface soils should be lightly scarified to allow bonding of new fill to either natural soils or existing fill. The initial lift of fill should be at least 12 feet wide and placed on a horizontal plane. As additional fill is placed, the fill should be benched into the natural soil embankment for every 1-foot thickness of fill placed. The benches should continue to work uphill to prevent a continuous plane from occurring at the new fill/old fill/natural soil interface. i I The onsite soil may be used as fill for the proposed slope; however, if a mass grading deficit occurs, then offsite soil should be brought in as fill to this site. Any off site borrow fill should consist I of silty clays, sandy clays, or clayey sands with a liquid limit less than 45 and a plasticity index between 4 and 25. These acceptable soils are classified as CL or SC per the Unified Soil Classification System, Clean sands, silts, gravels, and highly plastic clays should be discarded. In addition, fill materials should be placed, pulverized as required, uniformly moistened as required, compacted to those standards listed above and reiterated in Section 6.2, and each lift tested to assure proper compaction. Any fill not meeting specifications should be reworked/recompacted as necessary. In addition, light scarification should be performed on the surface of the accepted fill prior to placing the next lift of fill in order to bond the fill lifts satisfactorily. 6.4 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. Report No.2345-16-01 CMJ ENGINEERING,INC. 21 I I I Trench safety 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. 6.5 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon past experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. I i i 6.6 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. I Plates A.6 and A.7 present sieve/hydrometer grain size analyses for typical onsite soils. The following table provides grain size for erosion analyses. j I I Table 6.6-1 Grain Size Values Grain Size mm Boring No. Depth (Ft.) D50 D95 B-1 7-8 0.0065 0.7448 B-2 8-10 0.0216 0.6438 7.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily Report No.2345-16-01 CMJ ENGINEERING,INC. 22 ISI I available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, tieback capacities, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design,engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 8.0 REPORT CLOSURE The borings for this study were staked by CMJ Engineering, Inc. using approximate taping methods from existing topographic features. The actual boreholes were placed as close as practical to the staked locations by CMJ Engineering, Inc. The locations and elevations of the borings should be considered accurate only to the degree implied by the methods used in their determination. The boring 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 between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual-manual procedures, were used to generally classify each stratum. Therefore, it should be understood that the classification data on the 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 ` Report No.2345-16-01 CMJ ENGINEERING,INC. 23 i i I boring logs. It should be noted that fluctuations in the level of the ground-water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we I must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground I water or air, on or below or around the site. The scope of services also did not include any assessment of the site for suitability for the proposed construction or use, related to items or conditions other than those specifically addressed in this report. 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 i i Report No.2345-16-01 CMJ ENGINEERING,INC. 24 i i f 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. I i This report has been prepared for the exclusive use of T. Smith Inspection and Testing, LLC and their consultants for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. i E i j I i I i I i Report No,2345-16-01 CMJ ENGINEERING,INC. 25 I UP Vir�S VIA r-'fi t i l f n PLAN OF BORINGS n` SLOPE STABILIZATION C1`1 JMr zrro.WC. m 90-INCH M-338-B AND M-280-B SEwLii FORT WORTH, TEXAS CMJ PROJECT N0. 2345-16-01 -- Ts 8-2 W LEGEND: 7J —'` `c`_ CMJ Boring `_ J - 5 - - TSIT Boring a�Faown�zE 'srf�-s��r" � — „ PLAN OF BORINGS - (DETAIL) D SLOPE STABILIZATION —:0 ,�HKG G,Mr- ® rn 90-INCH M-338-8 AND M-280-8 3EwER L/NES FORT WORTH, TEXAS CMJ PR uEcr No. 2345-16-01 Major Divisions Sym Grp. Typical Names Laboratory Classification Criteria Well-graded gravels,gravel- 2 D (D30)2 {Q 60 c� a) c GW sand mixtures, little or no u, C� 10 greater than 4: C� ------ between 1 and 3 u� > `� fines :N °70 D10 X Dfi0 '� � c -o � U o _ 15 ,N Poorly graded gravels,gravel E N ` `� U � GP sand mixtures, little or no �' cn U) N Not meeting all gradation requirements for GW N v N m a E a', fines � o U :3 N (D � o a, � 2 :c Liquid and Plastic limits 0 o Z c o Silty gravels, gravel-sand-silt N C? : 3 Liquid and plastic limits N - � ,C GM �; .N t, below"A"line or P.I. plottingin hatched zone Z c Y y ami a mixtures j greater than 4 v, between 4 and 7 are Y N '� (-A borderline cases (n Ma, o N O m Liquid and Plastic limits o w a0 > a0 Clayey gravels,gravel-sand- '� N " requiring use of dual � o M a GC c o : m above"A"line with P.I. g U a clay mixtures M Z i s symbols j greater than 7 •U) o QF Well-graded sands,gravelly - m ' ro D60 (°30)1 i m M c SW C�=----- greater than 6: C�=-------------- between 1 and 3 C% E o sands, little or no fines M c D10 D10 x Dso U E rn c mo c i i 0 N Poorly graded sands; m ; m � v � SP gravelly sands, little or no c�, � Not meeting all gradation requirements for SW m v r U) a > fines w a`a)) a}; c a •? o o n.N c CU M M �r �O N N LO U 0d u, c o,m Q Liquid and Plastic limits E :E SM Silty sands,sand-silt mixtures N below"A"line or P.I. less Liquid and plastic limits ML w M �, E a s �o o than 4 plotting between 4 and 7 M '" .3 CL o N -' On are borderline cases Liquid and Plastic limits requiring use of dual o f9 °' SC Clayey sands, sand-clay E above"A"line with P.I. symbols g U) a mixtures a (n Q Q ) u greater than 7 Inorganic silts and very fine sands, rock flour,silty or LO ML clayey fine sands, or clayey silts with slight plasticity > r 60-- > u, Inorganic clays of low to j A) CL medium plasticity, gravelly o w' E clays, sandy clays,silty clays, 50 N = = and lean clays o CH Z rv OL Organic silts and organic silty 40 clays of low plasticity X o C (n f — 'n Inorganic silts, micaceous or =-,30 U) MH diatomaceous fine sandy ors o0 OH a d MH a' f° a silty soils, elastic silts .P a0 .� 20 u E CL o CH Inorganic clays of high plasticity, fat clays 1 i .E 4 ML a id OL s :2 F I u� 6 Organic clays of medium to °0 10 20 30 40 50 60 70 60 90 100 0 v OH high plasticity,organic silts Liquid Limit ,U o> Co 'o Pt Peat and other highly organic Plasticity Chart U) soils 1 UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2771 i i i I SOIL OR ROCK TYPES 0 GRAVEL LEAN CLAY LIMESTONE o •.• SAND • • • SANDY _ SHALE SILT SILTY SANDSTONE HIGHLY Shelby Split Rock Cone No CLAYEY PLASTIC CLAY CONGLOMERATE Tube Auger Soon Core Pen Recovery rY TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50 Passing No.200 Sieve) Descriptive Item Penetrometer Reading, (tsq Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils (More than 50%Retained on No.200 Sieve) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure I i Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK I Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. and iron oxide are common cementing materials. i Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency,texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 i — CMJ ENGINEERING INC. Project No. Boring No. Project Slope Stabilization -W. Fork Trinity River 2345-16-01 _ B-1 90-Inch M-338-B and M-280-B Sewer Lines-Fort Worth,Texas Location Water Observations See Plate A.1 Dry during drilling; wet rotary drilling below 23.5' Completion Completion Depth 42.0• Date 10-5-16 Surface Elevation Type 502.0 CME-75 o _ L J3 Q N O L j n E E- O o v.2 o o � `° Stratum Description o o o �- zy �' U Ntr � aoi OU p nD U O CO y > '7= t/7= NN !3c vi v E W �1 o mU m my o o c� c 00 0 maw EL JJ a� a �U �J DUIL SILTY CLAY, brown,w/gravel,hard (FILL) 4.5+ 42 29 15 14 7 1 118 14410 499.0 4.5+ 15 CLAY,dark brown,w/calcareous nodules and ironstone nodules,hard q.5+ 941 641 23P41 16 110 496.0 _SILTY SANDY CLAY,brown to light brown,w/ 4.5+ 67 38 14 1 12 calcareous nodules,ironstone nodules,and - - - occasional limestone fragments, hard4,5+ i 12 127 38890 —10- 491.5 27 20 5 SANDY GRAVEL,tan,w/occasional shaly clay - - _ seams,medium dense to dense 38 15 15 — 485.0 SILTY SHALY CLAY,tan and light gray,w/ ironstone nodules and limestone fragments,hard 26 17 20 4.5+ 16 117 E14400 I 4.5+ 18 479.0 50/2.5" LIMESTONE,gray,w/shale seams and layers, hard to very hard 67 50 25 i i _ I 12 136 328700 i i 30 98 60 I I 35 96 63 _ I _ 8 142 943150 j 0 —40- 100 100 �? 459.5 _ U ' � I a N 1 Z I O I m OrLOG OF BORING NO. B-1 PLATE A.4 i Project No. Boring No. Project Slope Stabilization -W. Fork Trinity River CMJ ENGINEERING INC 2345-16-01 B-2 90-Inch M-338-B and M-280-8 Sewer Lines-Fort Worth,Texas Location Water Observations See Plate A.1 Dry during drilling; wet rotary drilling below 25' Completion Completion Depth 45.0- Date 10-4-16 _ Surface Elevation Type 503.0 CME-75 L o 0 0 t 1] Q OI N C LL CL E E o c oj� o Stratum Description o o o N o o C U U 7 C C () 3 �' N > 5- N. N N N C U U E 7 Lel 0 o a� m.� Q E Lo E O a o o c a c o o mal am JJ aiD a 2U » Z)c)a -------.— ---- dark-- ---- --_.-_..._ -_._... CLAY AND SHALY CLAY dark brown and light 4.5+ 79 50 13 37 11 brown,w/ironstone nodules, limestone gravel,and concrete fragments,hard (FILL) 17 12 500.0 CLAY,dark brown to brown,w/calcareous nodules, ironstones,and ironstone nodules,hard 4.5+ 92 22 j 5 _ I 4.5+ 58 19 39 15 101 6180 i 495.0 _ ___ SILTY SANDY CLAY,brown to light brown and tan, 4.5+ 58 34 10 24 15 117 w/calcareous nodules,ironstone nodules,and - -- 10 492.0 occasional limestone fragments,very stiff to hard 4.25 25 111 2710 _ SAND/CLAYEY SAND,tan,w/iron seams and occasional gravel and clay seams,loose to 8 8 medium dense i 11 31 10 15 485.0 --- _— SHALY CLAY,tan and gray,w/ironstone nodules, hard 28 19 20 479.0 LIMESTONE,gray,w/shale seams and layers, 50/4" 25 moderately hard to hard 86 70 — ....-- ! 12 130 50500 30 93 BO 5 142 42800 35-- 100 93 i 40 96 80 f ! U 10 131 183200 cal 45 458.0 --———————— ------- N Z K i O o LOG OF BORING NO. B-2 PLATE A.5 j I i I Particle Size Distribution Report C C O O O C C C C C C O ON O O t�opp O V O 100 I I I I I I I I I I I I 90 I I I I f l I I I I I I I i l I I I I I I I I I I I I I I 80 I I I I I I I I I I I I I I 70 I I I I I I I I I I I I I it I I I I I I I I I I I I I I LU 60 f Z I I I I I I I 1 I I I I I I LL I I I I I I I I I I I I I I Z 50 LU I I I I I I l I I I I I I LU ao 01_ f I I I I I I I I I I I I I I 30 f I I I I I I I I I I I I I I it I i I I I I I I I I I I I I 2a I I I I I I I I I I I I I I fI I I I I I I I I I I I I 10 I I I I I I I I I I I I I I fill I I I I I I I I I I I I I I I 0 100 10 1 0.1 0.01 0.001 i GRAIN SIZE-mm. +3„ %Grave_ I %Sand %Fines Coarse Fine Coarse ,'T T Medium Fine Silt Clay 0 0.0 0.0 1 0.1 0.7 8.2 24.2 20.3 46.5 I LL I PL D D60 D Din Dig D10 C C 0 38 14 0,3178 0.0189 0.0065 i Material Description USCS AASHTO o CL Project No. 2345-16-01 Client: Terry Smith Testing Remarks: Project: Slope Stabilization-W Fork Trinity-90-inch SS o Depth: T-8' Sample Number: B-1 I I CMJ ENGINEERING, INC. PLATE A.6 Fort Worth Texas I Particle Size Distribution Report 0 C C C C < < 0 O O a (0p # # ak # # # 100 I I I I I I I I I I I I I I I I I I I I I I I I I I I go--- 80-- 70--- .11 0so70 I I I I I I I I I I I I I I LU so I I I I I I I I I I I I I Z I I I I I I I I I I I I I U- I I I I I I I I I I I I I I Z 50 LU I I I I I I I I I I I I I I LU 40 a I I I I I I I I I I I I I I 30 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 20--- 10 0 10 I I I I I I I I I o I f l l l I I I I I I I I I 1 1 1 1 I 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm. +3" %Gravel %Sand %Fines Coarse Fine Coarse Medium Fine Silt Clay 0 0.0 0.0 0.2 2.1 8.5 31.4 16.9 40.9 LL PL D DpO Dg n D DIn C C11 0 34 10 0.3521 0.1088 0.0216 Material Description USCS AASHTO o CL Project No. 2345-16-01 Client: Terry Smith Testing Remarks: Project: Slope Stabilization-W Fork Trinity-90-inch SS o Depth: 8'-10' Sample Number: B-2 CMJ ENGINEERING, INC. Fort Worth Texas PLATE A.7 I; -0.15 6000 Results C,psf 859 -0.1 deg 32.9 Tan( 0.65 o -0.05 _. - - N 4000 0 � Ile Dlialbn .3 � _ _ y O 0It m Consol. 2 U) _ Y -E 0.05 2000 0 L.... I - i 0.1 0.15 0 0 5.5 11 16,5 22 0 2000 4000 6000 Strain, % Normal Stress, psf i i 3000 - -- -� -' i Sample No. 1 2 3 __.. Water Content, % 15.9 15.9 15.9 2500 i Dry Density, pcf 100.6 104.0 102.1 Y Saturation, % 57.6 62.1 59.6 2000 ` Void Ratio 0.7989 0.7410 0.7724 a Diameter, in. 2.50 2.50 2.50 _ __ Hei ht in. 1.00 1.00 1.00 1500 Water Content, % 26.0 23.3 24.9 j Dry Density, pcf 100.6 104.0 102.1 1000 Saturation, % 94,5 91.2 93.6 _ Void Ratio 0.7989 0.7410 0.7724 ._- Diameter, in. 2.50 2.50 2.50 500 - Hei ht in. 1.00 1.00 1.00 Normal Stress, psf 1000 2000 3000 o -. 14+ - Peak Shear Stress, psf 1226 2710 2519 0 10 20 30 40 Strain, % 20.0 13.7 15.8 j Strain, % Residual Stress, psf Strain, % Strain rate, in./min. 0.03 0.03 0.03 Sample Type: Shelby Tube Client: Terry Smith Testing Description: Project: Slope Stabilization-W Fork Trinity-90-inch SS LL= 64 PL=23 PI= 41 Assumed Specific Gravity= 2.9 Sample Number: B-1 Depth: 4'-5' i Remarks: i Proj. No.: 2345-16-01 DIRECT SHEAR TEST REPORT CMJ ENGINEERING, INC. Fort Worth Texas I PLATE A.8 i -0.045 _ 6000 Results C,psf 149 - 3 - - -0.03 ift,deg 38.2 _ Tan( ) 0.79 1 c 2 -0.015 C- 4000 o - a Oliaflon 2 - - -- _ E 0 0 ` (Q con.d. t y ami 0.015 a 2000 > 0.03 i 0 15 20 5 10 0 fi 0.045 0 2000 4000 6000 Strain, % Normal Stress, psf 3000 Sample No. 1 2 3 - Water Content, % 15.2 15.2 15.2 2500 3 Dry Density, pcf 107.7 103.2 102.9 Saturation, % 72.9 65.0 64.5 w 2000 Void Ratio 0.5647 0.6333 0.6381 CLDiameter, in. 2.50 2.50 2.50 (n2 Hei ht in. 1.00 1.00 1.00 1500 Water Content, % 18.1 22.8 22.9 r _ Dry Density, pcf 107.7 103.2 102.9 rn 10001 a) Saturation, % 86.7 97.2 96.9 Q Void Ratio 0.5647 0.6333 0.6381 -FFF_ Diameter, in. 2.50 2.50 2.50 500 Hei ht in. 1.00 1.00 1.00 -- Normal Stress, psf 1000 2000 3000 o Peak Shear Stress, psf 1007 1583 2582 0 5 10 15 20 Strain, % 19.8 18.8 10.3 Strain,% Residual Stress, psf Strain, % Strain rate, in./min. 0.03 0.03 0.03 Sample Type: Shelby Tube Client: Terry Smith Testing Description: Project: Slope Stabilization-W Fork Trinity-90-inch SS LL= 58 PL= 19 P1= 39 Assumed Specific Gravity= 2.7 Sample Number: B-2 Depth: 6'-8' Remarks: Proj. No.: 2345-16-01 DIRECT SHEAR TEST REPORT CMJ ENGINEERING, INC. Fort Worth Texas PLATE A.9 i i -0.03 _ 6000 - Results C, psf 369 LA - -0.02 deg 40.9 TanO 0.87 - - -+ - - 0.01cc 3 n. 4000 r L -- T. Dilation - -I- _-- E � w ; - - (A ff'T 0 0 2 CU UConwl. N 0.01 2000 0.02 0.035.5 11 16.5 22 0 1-M-I 0 0 2000 4000 6000 Strain, % Normal Stress, psf I i 6000 1 1 Sample No. 1 2 3 Water Content, % 14.9 14.9 14.9 5000 Dry Density, Pcf 116.7 116.6 117.3 1 - w Saturation, % 90.4 90.1 91.9 j 4000 1 Void Ratio 0.4439 0.4452 0.4367 Diameter, in. 2.50 2.50 2.50 --- F- L Height, in. 1.00 1.00 1.00 I 65 3000 3 Water Content, % 15.6 15.3 15.3 j Dry Density, pcf 116.7 116.6 117.3 -C U) z000 a) Saturation, % 94.9 92.9 94.4 2 Q Void Ratio 0.4439 0.4452 0.4367 _ 1 Diameter, in. 2.50 2.50 2.50 1000 Height, in. 1.00 1.00 1.00 _ -_. Normal Stress, psf 1000 2000 3000 -- Peak Shear Stress, psf 1358 1852 3089 0 10 20 30 40 Strain,% 10.9 19.8 19.3 Strain, % Residual Stress, psf Strain, % Strain rate, in./min. 0.03 0.03 0.03 i Sample Type: Shelby Tube Client: Terry Smith Testing Description: Project: Slope Stabilization- W Fork Trinity-90-inch SS j i LL=34 PL= 10 P1=24 Assumed Specific Gravity=2.7 Sample Number: B-2 Depth: 8'-10' Remarks: Proj. No.: 2345-16-01 DIRECT SHEAR TEST REPORT CMJ ENGINEERING, INC. Fort Worth Texas I PLATE A.10 RECORD OF SUBSURFACE EXPLORATION Boring No,: BA 32.776694/-97.257194 ELEV=501.11 Date Started: 6/17116 Project No.: T16045 Date Completed: 6/17/16 Client: CITY OF FORT WORTH Entered By: SHEILA M.TESAR Project: SLOPE STABILIZATION-SEWER LINES Approved By: CHISHA MUSENDA, P.E. Location: FORT WORTH,TEXAS Drilling Co.: GEDCO SAMPLING INFORMATION FIELD DATA LABORATORY DATA Hammer Wt. 140 lbs, Rock Core Dia. in. ATTERBERG Hammer Drop 30 in. Tube O.D. 3.0 in. o LIMITS Spoon Sampler O.D. 2.0 In. a e DRILLING METHOD(S): Boring advanced using continuous flight EN z a > auger drilling equipment. >o UJt zx LU _J 0 GROUNDWATER INFORMATION: Groundwater seepage °m �ozrc w J a P N OU) z2 encountered at 19A'during drilling. Boring dry at completion. w zo 3 za W 5 0) U) Z `�W Z L"� -J mO-iUo fn Ja a. I. 7 7>-12 a O2a.WZ 0. D P ~tOwz O (Fr) DESCRIPTION OF STRATUM ° 2 a j a LL PL PI as o °° t o Dark brown and light brown SANDY CLAY(CH)with calcareous nodules 2.3G@ P;2.25 21 64 21 43 101 8,6% 5 Reddish brown SAND with gravel N:11 5 Grayish brown SANDY CLAY(CH) Brown SANDY CLAY(CH)with gypsum seams P:3.25 23 64 20 44 104 2'31@ 10 8.5% 10 Gray and brown CLAY(CH) P:3.25 21 61 22 39 107 2.25@ 15 is— Tan SANDY CLAY(CL) SZ 20 20 Tan and gray SANDY CLAY(CL) P:1.75 16 44 14 30 111 25 9.3% 25 Tan and brown SANDY CLAY(CL)with calcareous nodules —30 30 35 35 Tan SANDY CLAY(CL)with limestone gravel Tan weathered LIMESTONE with tan clay seams ELEV.464 40 40 N:5010.25" m N:5010.75" N:5010.5" a Bottom of Test Boring at 45.0' c� o_ W a 0 NO RECOVERY iD CONTINUOUS FLIGHT AUGER N-STANDARD PENETRATION TEST o m ROCK CORE El TEXAS CONE PENETROMETER P-HAND PENETROMETER L7 PRESSED SEAMLESS TUBE y WATER INITIAL T-TEXAS CONE PENETROMETER a SEE BORING LOCATION DIAGRAM FOR ®DRIVEN SPLIT SPOON Y WATER FINAL BORING LOCATIONS w - PLATE 13.1 RECORD OF SUBSURFACE EXPLORATION Boring No.: B-2 32.777194/-97,2574t7 ELEV=501.98 Date Started: 6/18/16 Project No.: T16045 Date Completed: 6/18/16 Client: CITY OF FORT WORTH Entered By: SHEILA M.TESAR Project: SLOPE STABILIZATION-SEWER LINES Approved By: CHISHA MUSENDA,P.E. Location: FORT WORTH,TEXAS Drilling Co.: GEDCO SAMPLING INFORMATION FIELD DATA LABORATORY DATA Hammer Wt. 140 lbs. Roci<Core Dia, in. ATTERBERG Hammer Drop 30 In. Tube O.D. 3.0 In. o LIMITS Spoon Sampler O.D. 2.0 in. aLU o z " DRILLING METHOD(S): Boring advanced using continuous flightW2 z o auger drilling equipment. >o LU z y GROUNDWATER INFORMATION: No groundwater seepage m o? w `mo 0J—' N ' w y= encountered during drilling. Water at 10.0'at completion. w W a M Z o w z LU0.bCY _J a J6-Me 6-Me g a. z �>- U 2�p a DEPT uoi z d H a�a X_ LL PL PI a c °u�i t o (FT) DESCRIPTION OF STRATUM Darl<brown SANDY CLAY(CH/CL)with gravel limestone P:2.5 15 59 17 42 114 2'32@ 8.7% 5 5 P:2.5 12. 50 21 29 116 2.23@ 10.2% -10 Light brown SANDY CLAY(CH/CL)with gravel limestone 10 Light brownish gray weathered CLAY(CH/CL)with calcareous — nodules P:4.5+ 16 52 19 33 116 2.32@ 15 10.1% 15 Y0 Tan weathered LIMESTONE with clay layers 20 Gray LIMESTONE ELEV.480 25 7:100/1.0° 25 T:10010.63" _ Bottom of Test Boring at 30.0' 35 35- 40- 45 54045 45 0 u 0 o. w H O El NO RECOVERY 91 CONTINUOUS FLIGHT AUGER N-STANDARD PENETRATION TEST m ROCK CORE NJ TEXAS CONE PENETROMETER P-HAND PENETROMETER F1 PRESSED SEAMLESS TUBE V WATER INITIAL +-TEXAS CONE PENETROMETER SEE BORING LOCATION DIAGRAM FOR ®DRIVEN SPLIT SPOON V WATER FINAL BORING LOCATIONS PLATE B.2 RECORD OF SUBSURFACE EXPLORATION Boring No,: B-3 32.777306/-97.257306 ELEV=500.31 Date Started: 6/18/16 Project No.: T16045 Date Completed: 6/18116 Client: CITY OF FORT WORTH Entered By: SHEILA M.TESAR Project: SLOPE STABILIZATION-SEWER LINES Approved By: CHISHA MUSENDA,P.E. Location: FORT WORTH,TEXAS Drilling Co.: GEDCO SAMPLING INFORMATION FIELD DATA LABORATORY DATA Hammer Wt. 140 lbs. Rock Core Dia. in. ATTERSERG Hammer Drop 30 in. Tube O,D. 3.0 in. o LIMITS Spoon Sampler O.D. 2.0 in. a o DRILLING METHOD(S): Boring advanced using continuous flight 2 z auger drilling equipment. >o W t t: z o GROUNDWATER INFORMATION: No groundwater seepage m ��Zwf U o N �� w x encountered during drilling. Water at 9.0'at completion. r J 55 9'1 o x > � z o z z a N 5 V) r o Q mosso o ° a D. z o'M zo�� °w DEPT to to z a F a r LL PL PI 2 a o Z)u CO t 0 (FT) DESCRIPTION OF STRATUM Dark brown SANDY CLAY(CH)with gravel 5 P:4.0 10 31 14 17 126 2'25@° 5 10.1% _SZ —10 10 15 P:4.5+ 21 59 30 29 106 ?.17@ 15 -gravel layer at 16.0' Gray LIMESTONE ELEV.482 T;10o�1as —20 20 T:100/1.25" Bottom of Test Boring at 25.0' 30 30 i 35 35- -40 5-40 4o I i m � r 45 45 0 J W N � Q � El NO RECOVERY [D CONTINUOUS FLIGHT AUGER N-STANDARD PENETRATION TEST o ID ROCK CORE [-qTEXASCONE PENETROMETER P-HAND PENETROMETER Fil PRESSED SEAMLESS TUBE 7 WATER INITIAL T-TEXAS CONE PENETROMETER SEE BORING LOCATION DIAGRAM FOR ©DRIVEN SPLIT SPOON Y WATER FINAL BORING LOCATIONS PLATE B.3 Slope Stabilization -90-Inch Sewer-Sta. 13+50 -Fort Worth,Texas C:ISTEDWINl2345601A.PL2 Run By:JPS 11!7/2016 10:18AM 560 -- # FS Soil Soil Total Saturated Cohesion Friction Piez. a 1.13' Desc. Type Unit Wt. Unit Wt. Intercept Angle 'Surface j b 1.131 No. (Pcf) (Pcf) (psf) (deg) No. c 1.14 CH 1 135.0 135.0 350.0 28.0 W1 d 114 Sa/Gr 2 135.0 135.0 100.0 30.0 W1 540 a-1.14 SaCI __3--135.0---135.0-..-350.0-- 280-;-W1.. _--_-- _ ,____----_. --------_� f 1.14, LS 4 145,0 145.0 5000.0 20.0 W1 g 1.14 Fill 5 120.0 135.0 400.0 20.0 W1 h 1.14 1.151 520 -------- -------- ------------- --- --- - ------------------------ a. f ilhg a -D j 500 _ ----- -- - ---- g -- --1-- ----- --1-- --'---- q 5 3 - -- 480 --- -- - wi -- --- ---- —- - -- � � 3 z _.... -� 460 ¢ -4- a _ : 440 ----------- - --- ------- - ------------ 420 -— - 0 20 40 60 80 100 120 140 160 180 200 y GSTABL7 v.2 FSmin=1.13 m Safety Factors Are Calculated By The Modified Bishop Method n GSTABL7 Slope Stabilization -90-Inch Sewer-Sta. 13+50-Fort Worth,Texas 560 C:\STEDWIN\2345601A.PL2 Run By.JPS 1012812016 9:45AM - - -- — - - # FS Soil Soil Total Saturated Cohesion Friction' Piez. f Load Value a 0.961 Desc. Type Unit Wt_ Unit Wt. Intercept Angle Surfaces Lt 15oopsf b 0.971 No. (pcf) (Pcf) '(Psf) (deg) No. c 0.97; CH1 135.0 135.0 350.0 28.0 W1 d 0.97 Sa/Gr 2 135.0 135.0 100.0 30.0 W1 540 9 0.e-0.98 98: L 4 4 .0 145. 5 SaCl---3--1135.0 135-0---350.0_ _28.0 -W1- ----- - --------------- -- --------- fi 0.98 . 000.0 20.0 W1 0.98I1 Fill 5 120.0 135.0 400.0 20.0 W1 -__ i 0.99; 520 ----- ---------- - -- --a J_t-- --, ce L1 500 - -----, ----------- 5 / - -1 1 � s • W1 -2 � Z w1 5 , % �3 ✓% 480 — ---- ----- - — 3 -- 460 --4 -------- 4 440 I ------- ---- ---- -- 420 — _ 1 - _.._. 1 0 20 40 60 80 100 120 140 160 180 200 r GSTABL7 v.2 FSmin=0.96 mSafety Factors Are Calculated By The Modified Bishop Method n GSTABL7 N Slope Stabilization -90-Inch Sewer-Sta. 13+50-Fort Worth, Texas C:\STEDWIN\2345601 B.PL2 Run By:JPS 10/27/2016 4:13PM 560 . —__ 4- 1 # FS Soil Soil Total Saturated Cohesion Friction' Piez. Load Value a 1.451 Desc Type Unit Wt. Unit Wt. Intercept Angle ',Surface P1 18000.lbs_ b 1.45,', I No. (pcf) (Pcf) '(Pso (deg) No. c 1.45 CH 1 135.0 135.0 350.0 28-0 W1 d 1.45 Sa/Gr 2 135.0 135.0 100.0 30.0 W1 540E a-146,. SaCl--3--135.0---135.0---350.0--.28.0-.-W1.. . --.------1 f 1 46 LS 4 145.0 145.0 5000.0 20.0 W1 g 1 46',Fill 5 120.0 135 00. .0 40 20.0 ; W1 i h 146I - - - i 1.46 j 1.46 520 ''-- ------ a h) d;' e 8 500 65 ;) 71 - 1 — 10 1 - x 5 173 5 � -._ ----. -_--- -- _-- - - --• 480 74 , . 3 / 3 1 3 16 -- 1 ---- ------- 460 1 4 4 - - 440 :— ----- P1@1ft I 420 L —-- -'----- 0 20 40 60 80 100 120 140 160 180 200 D GSTABL7 v.2 FSmin=1.45 m Safety Factors Are Calculated By The Modified Bishop Method n GSTABL7 w Slope Stabilization -90-Inch Sewer-Sta. 13+50-Fort Worth,Texas 560 C:ISTEDWIN12345601B.PL2 Run By:JPS 10/27/2016 4:07PM ---- — — # FS SoilSoil Total Saturated Cohesion Friction� Piez. a 1.47 Dela Type Unit Wt- Unit Wt. Intercept Angle ,Surface b 1.61 No- (Pcfl (pm (Ps0 (deg) No. c 1.68 CH 1 135.0 135-0 350.0 28.0 W1 d 1.7111 Sa/Gr 2 135.0 135.0 100.0 30.0 W1 540 --e-1.821 -SaGI 3 .135.0 135.0--350.0--28A-__W1_ ----------- --- ._ f 1.84: LS 4 145.0 145.0 5000.0 20.0 W1 g 193 Fill 5 1200 135-0 400.0 20.0 W1 h 1.95 - - — 1.95 Lj 2.00 520 —----- ---—----- -------- -------- -------- --------------------r--- - --------- -------- a. ------a. I , - 8 5001- 1 10 5 2 — - 1�;i 480 I— - - ------ --- _3-- — --- — 3 16 460 - 4 4 — 4 - -- -- 440 ------ ---- -----'---- ----- - - -- —----------- --- -- -------, —------ P1@1ft 420 - - -- -- !--- 0 20 40 60 80 100 120 140 160 180 200 r D GSTABL7 v.2 FSmin=1.47 i Safety Factors Are Calculated By The Modified Bishop Method n GSTABL7 Slope Stabilization -90-Inch Sewer-Sta. 13+50-Fort Worth,Texas 560 C:\STEDWIN\2345601C.PL2 Run By:JPS 10/27/2016 5:16PM b 1.51 s No. U(iitoWt. U(iitoWt. Intercept Friction,glPifa Load Value i — f F (Pssio (deg) No. -_ 18Value s # FS Soil Soil Total Saturated C , � a 1.51 De tercet Rngle Surfa� Pt _ c 1.51 CH 1 135.0 135.0 350.0 28.0 W1 d 1.52 Saler 2 135.0 135.0 100.0 30.0 W1 540 e_152 SaCL -3- 135.0_ 135.0___350.0 -28A _ W1 --- -------- ---- - --- 1 f 1.52 LS 4 145.0 145.0 5000.0 20.0 W1 g 153 Fill 5 120.0 135.0 400.0 20.0 W1 h 1.53 — — 1.53 j 1.53 520 - ---------- a i ) f � r c 500 ---- - --- --- 1 1 1 rn _ 5 12-2 13 480 ------------------ --- �14 3 2 16 460}-- 4 ---- -- 4 a I 440 - ------------------------------- ---------- -------- ._ P1@1ft 420 L - - --- __..---- 0 20 40 60 80 100 120 140 160 180 200 r GSTABL7 v.2 FSmin=1.51 -pl Safety Factors Are Calculated By The Modified Bishop Method m n GSTABL7 't,In Slope Stabilization -90-Inch Sewer-2H:1V-Sta. 13+50-Fort Worth, Texas C:WEDWIN\2345601G.PL2 Run By:JPS 11/1/2016 1123AM 560 -F-- T I_- -_-� -� # FS1 . Soil Soil Total Saturated Cohesion Friction Piez I a 1.42 Desc. Type Unit Wt. Unit Wt Intercept Angle Surface h 1.42 No. (pcf) (pcf) (psf) (deg) No. c 1.43 CH 1 135.0 135.0 350.0 28.0 W1 d 1.4411 Sa1Gr 2 135.0 135.0 100.0 30.0 W1 540 L,e_1.45;}-SaCl---3--135.0---135.0---350.0_.-.28.D Wt --- ------- - ----- f 1.45;: LS 4 145.0 145.0 5000.0 20.0 W1 g 1.461 Fill 5 120.0 135.0 400.0 20.0 W1 h1461 Pipe 6 63.0 63.0 0.0 ---5 5.0 W1 i 1.46 j 146 520 ! ------ ...----------------------------- ----------- ----- a nd�fl 500 --------------------- -- i 1 662 w 3 �6 3 3 163 3 480 -- - ----- ----- -- -- 5 j:3 --� 4 460 _ ---- ----- 440 L--- ----- - ------------------- 420 -- -= .� 0 20 40 60 80 100 120 140 160 180 200 Ir GSTABL7 v.2 FSmin=1.42 Safety Factors Are Calculated By The Modified Bishop Method n GSTABL7 o� Slope Stabilization -90-Inch Sewer-2H:1 V-Sta. 13+50 -Fort Worth,Texas C:\STEDWIN\2345601G.PL2 Run By:JPS 1111/2016 11:24AM 560 - -- - - - - -- r--,- — # FS Soil Soil Total Saturated Cohesion Friction Piez. Load Value a 1.25 Desc_ Type Unit Wt. Unit Wt. Intercept Angle ',Surfaced Lt isoopse b 126J No. (pcf) (Pcf) '(psf) (deg) No. c 1.271 CH 1 135.0 135.0 350.0 28.0 W1 d 1271 Sa/Gr 2 135.0 135.0 100.0 30.0 W1 540e-127 SaCL--3 135.0 135.0---350.0- .W1_ --- --- ---- ----__---}- _28.0_;. _ -------------- . IL h 128 LS 4 145.0 145.0 50000 20.0 W1 f 1271', Fill 5 120.0 135.0 4000 20.0 W1 1, g 1.281 Pipe 6 63. 0 63.0 -00 5.0 W1 i 128 ----- - j.1.29 520 -------------- ---------- - -- -- ---- - -- --- - ' a Jh f F tt b� 500 — ------ ------ —-- - r. -- - 1 1 � = = w� 2 — 3 3 g 1" 3 480 — -- -------- 5 3 4 460� —+- 4 --------------- -- - ---- 4 II 440 - - ----------- - ------ ------ 0 20 40 60 80 100 120 140 160 180 200 r GSTABL7 v.2 FSmin=125 m Safety Factors Are Calculated By The Modified Bishop Method n GSTABL7 0ftV Slope Stabilization -90-Inch Sewer-2.51-1:1V-Sta. 13+50-Fort Worth,Texas CASTE560 i a iF 2'�Soil Soil Total Saturated Cohesion Fact on piez. Y D un Desc. Type Unit Wt. Unit Wt Intercept Angle ,Surface b 1.52 No (pct) (pcf) (psf) (deg) No. c 1.53 CH 1 135.0 135.0 350.0 28.0 W1 d 1.53 Sa/Gr 2 135.0 135.0 100.0 30.0 W1 ; ; 540 a-1.55 I-SaCI -_3--135-0---135.0---350.0--28.0 -W1 ------ -- _ - --- --- f 1.56' LS 4 145.0 145.0 5000.0 20.0 W1 g 1.56 Fill 5 120.0 135.0 400.0 20.0 W1 h 1.5X1 Pipe 6 63.0 63.0- --. 0.0 5.0 W1 i 1.57 — .----._ .- �Lj-157_- - ----- - - - 520 - -------- ------ -- -;.------ _ ---- a 91 c e ; 500 - — - -------- -- -----`---- ---- - - r ' - 1 -'-- 1 / 2 2 6 2 33 33 3 -. 480 �-. 5' -3 i 3 ; 3 ---�_ - 460 4 d- - a I 440 -------- -- ------ - 1 420 — - - J—� -- 0 20 40 60 80 100 120 140 160 180 200 r GSTABL7 v.2 FSmin=1.52 Z4 Safety Factors Are Calculated By The Modified Bishop Method m GSTABL7 0 00 Slope Stabilization -90-Inch Sewer-2.5H:1V-Sta. 13+50 - Fort Worth,Texas C:ISTEDWIN\2345601H.PL2 Run By:JPS 1117/2016 9:59AM 560 # F -- { --- oil Soil Total Saturated Cohesion Friction Piez. Load Value a 1.26 Desc. Type Unit Wt. Unit Wt. Intercept AngleSurface Ll.... 1500psF b 1.26 No (pcf) (Pcf) (psf) (deg) No. c 1.27 CH 1 135.0 135.0 350.0 28.0 W1 d 1.27 Sa/Gr 2 135.0 135.0 100.0 30.0 W1 540 e_127__SaCI- 3- 135.0---135.0-__350.0__28.0 -_W1---------------------------------------------------- f 127 LS 4 145.0 145.0 5000.0 20.0 W1 g 128 Fill 5 120.0 135.0 400.0 20.0 W1 h129 Pipe 6 63.0 63.0 0.0 5.0 W1 i 1.29 1 1.30 t 520 -_ - ------ ------ --- -- - ---------- ------=--------- - a yg tc 500 ---------=------ - -- --------------- /,> ---------1 - --------- kl y • Wl 3 6 6�2 - y6 .3 6 3 - ................. 480 ------ 3 3 5 3 3 460 4 4 440 -------------- ----------- - 420 -----1 - - 0 20 40 60 80 100 120 140 160 180 200 D GSTABL7 v.2 FSmin=1.26 m Safety Factors Are Calculated By The Modified Bishop Method 0 GSTABL7 Slope Stabilization -90-Inch Sewer-2.5H:1 V-Sta. 13+50 -Fort Worth,Texas C:\STEDWIN123456011.PL2 Run Sy:JPS 11/7/2016 10:12AM 560 .. - - # FS Soil Soil Total Saturated Cohesion Friction� Piez. a 1.45, Desc, Type Unit Wt. Unit Wt. Intercept Angle ;Surface b 1.4511 No. (pct) (pct} (psf) (deg) No. c 1.45. CH 1 135.0 135.0 350.0 28-0 W1 d1.45 Sa1Gr 2 135.0 135.0 100.0 30.0 W1 540 _Te-1.45--SaCL--3--135.0---135.0-_-350.0--28.0 -W1- --------- ----- --------- ------ --- f 1.45 LS 4 145.0 145.0 5000.0 20.0 W1 g 1.45 Fill 5 120.0 135.0 400.0 20.0= W1 h 1.45, Pipe 6 63.0 63.0 0.0 5.0 W1 i 1.45 - j 1.45 520 -- ---- --------------- ---- ---- -- ------------ -------------- a , 500 --------- -- --------- ,- - 1 .2 6 i2 � 6 2 3 ;13 3 6 13 3 480 ` • 3 .. ._.-_ r------ - - it - Li - _- 460 i 440 ;.-------- --- - --- -- - --- -- ---------- 420 ---- -p 0 20 40 60 80 100 120 140 160 180 200 r- -)> GSTABL7 v.2 FSmin=1.45 -1 M Safety Factors Are Calculated By The Simplified Janbu Method 0 GSTABL7 0 Slope Stabilization -90-Inch Sewer-2.5HA V-Sta. 13+50 -Fort Worth,Texas C:WEDWIN123456011.131-2 Run By:JPS 11(7!2016 10:14AM 560 - # FS Soil Soil Total Saturated Cohesion Friction: Piez. Load Value a 1.18 Desc. Type Unit Wt. Unit Wt. Intercept Angle .Surface Ll 1500 psf b 1.18 No. (Pcf) (Pcf) '(Psf) (deg) No. c 1.18 CH1 135.0 135.0 350.0 28.0 W1 d 1.18 Sa/Gr 2 135.0 135.0 100.0 30.0 W1 540 ,4e-1.18 -SaCt- 3 135.0 -135.0 350.0-. 28.0-+-W1----------- ----------------`------- - f 1.18 LS 4 145.0 145.0 5000.0 20.0 W1 g 1.18 Fill 5 120.0 135.0 400.0 20.0 W1 h 1-18ipe 6 63.0 63.0 0.0 5.0 W1 i 1.181 - - --- -- ) 1-18 `- ------I, a 500 ----- 1 - - - 1 1 -w- w- •2 .6�6�2 16 6 2 - 6 3 g ��_- 3 3 --- 480 - --- ----- - ------ -- -- - - g 3 3 3 2 �:•' 4 4604 A--- --- I 440 - 420 �- - J 'D 0 20 40 60 80 100 120 140 160 180 200 r GSTABL7 v.2 FSmin=1.18 M Safety Factors Are Calculated By The Simplified Janbu Method 0 GSTABL7 Allik i GC-6.06.1) Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July I,2011 FORT WORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY If the total dollar value of the contract is$50,000 or more,then a MBE subcontracting goal is ap licable. 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 receipt shall be evidence that the City received the documentation in the time allocated. A faxed and/or emailed copy will not be accepted. 1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date,exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if participation is less than after the bid opening date, exclusive of the bid opening date. stated goa I: 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBE participation: after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m., on the second City business day perform all subcontracting/supplier work: after the bid opening date, exclusive of the bid opening date. 5. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day exceeded: after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the M/WBE Office at(817)212-2674. Rev.2/10/15 ATTACHMENT 1A Page 1 of 4 FORT WORTH city of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: ff M/W/DBE NON-M/W/DBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: 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.2/10115 FUR`TWORTH ATTACHMENT 1A Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be listed first,use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTORISUPPLIER ° Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount Telephone/Fax ' B B B Work Purchased Email E E Contact Person E El El F] E Rev.2/10/15 FOR__—TWORTH ATTACHMENT 1A �■ Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be listed first,use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER o Company Name T n Detail Detail Address i Subcontracting Supplies M W Dollar Amount Telephone/Fax ' B B B Work Purchased Email E E Contact Person E El u Rev.2/10/15 FORT WORTH ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers $ Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval o Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signature Title Contact Name/Title(if different) Company Name Telephone and/or Fax Address E-mail Address City/State/Zip Date Rev.2/10/15 ATTACHMENT 1B FORT WORTH Page 1 of 1 City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: Check applicable block to describe prime PROJECT NAME: MNV/DBE NON-MNV/DBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: 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 Division no later than 2:00 p.m.,on the second City business day after bid opening,exclusive of the bid opening date,will result in the bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s)on this contract,the payment thereof and any proposed changes to the original MBE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3)years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one(1)year. Authorized Signature Printed Signature Title Contact Name(if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Rev.2/10/15 ATTACHMENT 1C Page 1 of 4 FORT WORTH ---� City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: M/WlDBE NON-M/W/DBE BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER [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 FIRM§1 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. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? Yes No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev.2/10/15 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? Yes (If yes,attach all copies of quotations.) No 10.) Was the contact information on any of the listings not valid? Yes (If yes,attach the information that was not valid in order for the MfWBE 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 necessaty,and attach. Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. Rev.2/10/15 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. Authorized Signature Printed Signature Title Contact Name and Title(if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Rev.2/10/15 Joint Venture Page 1 of 3 FORT WORT x CITY OF FORT WORTH MBE Joint Venture Elieffi lity Form All questions must be answered;use"NIA"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: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture MBE firm Non-MBE firm name: name: Business Address: Business Address: City,State,Zip: City,State,Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: Describe the scope of work of the non-MBE: Rev.2/10/15 Joint Venture Page 2 of 3 3.What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. 5.List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions,including equipment: Other applicable ownership interests: 6.Identify by name,race,sex and firm those individuals(with titles)who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating ------------------------------------------------------------ b. Marketing and Sales -------------------------------------------------------------- c. Hiring and Firing of management personnel ---------------------- --------------------- d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's 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 Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of County of On this day of 20 before me appeared and to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (seat) Rev.2/10/15 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100520 Revised July 1,2011 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator,Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator,50,000 pounds or less $ 17.19 Excavator Operator,Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter,Structures $ 13.84 Form Setter, Paving&Curb $ 13.16 Foundation Drill Operator,Crawler Mounted $ 17.99 Foundation Drill Operator,Truck Mounted $ 21.07 Front End Loader Operator,3 CY or Less $ 13.69 Front End Loader Operator,Over 3 CY $ 14.72 Laborer,Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator,Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator,Asphalt $ 13.08 Roller Operator,Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy-Float $ 16.24 Truck Driver Transit-Mix $ 14.14 Truck Driver,Single Axle $ 12.31 Truck Driver,Single or Tandem Axle Dump Truck $ 12.62 Truck Driver,Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas'Standard Job Classifications and Descriptions for Highway, Heavy,Utilities,and Industrial Construction in Texas. Page 1 of 1 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 13.67 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 12.70 Bricklayer/Stone Mason $ 19.45 Bricklayer/Stone Mason Trainee $ 13.31 Bricklayer/Stone Mason Helper $ 10.91 Carpenter $ 17.75 Carpenter Helper $ 14.32 Concrete Cutter/Sawer $ 17.00 Concrete Cutter/Sawer Helper $ 11.00 Concrete Finisher $ 15.77 Concrete Finisher Helper $ 11.00 Concrete Form Builder $ 15.27 Concrete Form Builder Helper $ 11.00 Drywall Mechanic $ 15.36 Drywall Helper $ 12.54 Drywall Taper $ 15.00 Drywall Taper Helper $ 11.50 Electrician(Journeyman) $ 19.63 Electrician Apprentice(Helper) $ 15.64 Electronic Technician $ 20.00 Floor Layer $ 18.00 Floor Layer Helper $ 10.00 Glazier $ 21.03 Glazier Helper $ 12.81 Insulator $ 16.59 Insulator Helper $ 11.21 Laborer Common $ 10.89 Laborer Skilled $ 14.15 Lather $ 12.99 Metal Building Assembler $ 16.00 Metal Building Assembler Helper $ 12.00 Metal Installer(Miscellaneous) $ 13.00 Metal Installer Helper(Miscellaneous) $ 11.00 Metal Stud Framer $ 16.12 Metal Stud Framer Helper $ 12.54 Painter $ 16.44 Painter Helper $ 9.98 Pipefitter $ 21.22 Pipefitter Helper $ 15.39 Plasterer $ 16.17 Plasterer Helper $ 12.85 Plumber $ 21.98 Plumber Helper $ 15.85 Reinforcing Steel Setter $ 12.87 Page 1 of 2 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 Sprinkler System Installer $ 19.17 Sprinkler System Installer Helper $ 14.15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Waterproofer $ 15.00 Equipment Operators Concrete Pump $ 18.50 Crane,Clamsheel,Backhoe, Derrick, D'Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Welder $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry(Fall 2012)Independently compiled by the Lane Gorman Trubitt,PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's(The Construction Association)website. www.texoassociation.org/Chapter/wagerates.asp Page 2 of 2 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July I,2011 DEPARTMENT OF THE ARMY FORT WORTH DISTRICT,CORPS OF ENGINEERS P.O.BOX 17300 FORT WORTH,TEXAS 76102-0300 April 12, 2017 Regulatory Division SUBJECT: Project Number SWF-2016-00180, Fort Worth Sewer M-3388 & M-280B Slope Stabilization Mr. Robert Sauceda City of Fort Worth Water Department Engineering 200 Texas Street Fort Worth, Texas 76102-6314 Dear Mr. Sauceda: This letter is in regard to information received March 6, 2017, concerning a proposal by the City of Fort Worth to conduct bank stabilization activities along the Trinity River, in the city of Fort Worth, Tarrant County, Texas. This project has been assigned Project Number SWF-2016-00180. Please include this number in all future correspondence concerning this project. Under Section 404 of the Clean Water Act the U.S. Army Corps of Engineers(USAGE) regulates the discharge of dredged and fill material into waters of the United States, including wetlands. USACE responsibility under Section 10 of the Rivers and Harbors Act of 1899 is to regulate any work in, or affecting, navigable waters of the United States. Based on the description of the proposed work, and other information available to us, we have determined this project will involve activities subject to the requirements of Section 404 and Section 10. We have reviewed this project under the pre-construction notification procedures of Nationwide Permit General Condition 32 (Federal Register, Vol. 82, No. 4, Friday, January 9, 2017). We have determined the discharge of dredged or fill materials into waters of the United States associated with this project appears to qualify for Nationwide Permit 13 for Bank Stabilization. To use this permit, the permittee must ensure the work is in compliance with the specifications and conditions listed on the enclosures and the special condition listed below. Additionally, all activities must comply with the water quality certification conditions of the Texas Commission on Environmental Quality(TCEQ) located at http://www.swf.usace.army.mil/Portals/47/Users/053/21/821/NWP°/x202017°/`2OTexas%20401 c ert.pdf The special condition is as follows: 1. The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized -2- representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. Failure to comply with these specifications and conditions invalidates the authorization and may result in a violation. Our verification for the construction of this activity under this nationwide permit is valid until March 18, 2022, unless prior to that date the nationwide permit is suspended, revoked, or modified such that the activity would no longer comply with the terms and conditions of the nationwide permit on a regional or national basis. The USACE will issue a public notice announcing the changes when they occur. Furthermore, activities that have commenced, or are under contract to commence, in reliance on a nationwide permit will remain authorized provided the activity is completed within 12 months of the date of the nationwide permit's expiration, modification, or revocation, unless discretionary authority has been exercised on a case-by- case basis to modify, suspend, or revoke the authorization in accordance with 33 CFR 330.4(e) and 33 CFR 330.5(c)or(d). Our review of this project also addressed its effects on threatened and endangered species. Based on the information provided, we have determined this project will not affect any species listed as threatened or endangered by the U.S. Fish and Wildlife Service within our permit area. However, please note you are responsible for meeting the requirements of General Condition 18 on endangered species. The permittee must sign and submit to us the enclosed certification that the work, including any proposed mitigation, was completed in compliance with the nationwide permit. The permittee should submit the certification within 30 days of the completion of work. This permit should not be considered as an approval of the design features of any activity authorized or an implication that such construction is considered adequate for the purpose intended. It does not authorize any damage to private property, invasion of property rights, or any infringement of federal, state, or local laws or regulations. Thank you for your interest in our nation's water resources. If you have any questions concerning our regulatory program, please refer to our website at http://www.swf.usace.army.mil/Missions/Regulatory or contact Mr. Eric Dephouse at the address above or telephone 817-886-1820. -3- Please help the regulatory program improve its service by completing the survey on the following website: http://corpsmapu.usace.army.mil/cm_apex/f?p=regulator"urvey Sincerely, ORIGINAL SIGNED Stephen L Brooks Chief, Regulatory Division Enclosures Copy Furnished (Without Enclosures): ke'-"Mr. David Stelly Stelly Environmental, LLC 309 N. Adelaide Street Terrell, Texas 75160 AR Consultants , Inc. Archaeological and Environmental nmeuntal Co nsiul4i"g 803 E—incss Pmrk -ay,Riclia Aw.,vTl—s 75081 Ph..e: 4219)568-0478 11'— 1219)221-1519 �'--roail. arn��rc��igs,com A PROPOSAL FOR ARCHAEOLOGICAL MONITORING OF THE FORT WORTH SEWER M-338B & M-280B SLOPE STABILIZATION TARRANT COUNTY, TEXAS Submitted to: JAMES DeOTTE ENGINEERING,INC. 2201 Dottie Lynn Parkway Suite 119 Fort Worth, Texas 76120 Date: March 29, 2017 Submitted by: Cody S. Davis, MA Principal Investigator HIS7I"OFJCAL ]BL-III DLNGS ARCHAEOLOGY NAATUTRAL SCIIE.NCIES Introduction AR Consultants, Inc. (ARC)is pleased to submit this proposal to the City of Fort Worth and their construction contractor(CLIENT). The City plans to advertise the project and select a contractor to undertake the project as James DeOtte Engineering, Inc, (DeOtte)has designed. The selected contractor will be the CLIENT for the archaeological monitoring of the southeastern 100 feet of the Fort Worth Sewer M-338B and M-280B slope stabilization project. The project is located on the north side of the West Fork of the Trinity River in Fort Worth, Texas. The rest of the project area has been eroded away to within two feet of the existing pipes for which the bank is being stabilized. Archaeological potential is limited to the 100 feet in the southeastern part of the project area due to previous installation of M-338B and M-280B and extreme bank erosion. It is possible in those 100 feet that there are deeply buried archaeological deposits, as have been found throughout the Trinity River watershed. ARC has extensive experience conducting similar surveys in the region(Hall and Coleman 2012; Hall 2013). A Texas Antiquities Permit has been obtained from the Texas Historical Commission(THC) prior to the City of Fort Worth advertising the project to construction bidders. This permit was completed under the direction of DeOtte, who is managing the environmental permitting and project design. Tasks 1. An archaeologist will monitor all ground-disturbing activities in and around the 100-foot long southeastern portion of the project area. The archaeologist will inspect excavated sediments for archaeological materials and artifacts. This scope of work includes the cost of recording up to one (1) archaeological site and two (2) features within the site. Features include,but are not limited to, artifact concentrations, soil discolorations, and human remains. Should a site/feature be identified during monitoring, all ground-disturbing activities must cease and the archaeologist must be given time to record the site/features and assess their potential significance before excavation resumes. This may include testing, mapping, and photographing the sites/features. In order to fulfill the permit requirements laid out in the TAC, ARC must record all archaeological sites found in the proposed monitoring area. Due to the nature of archaeological work, we can only estimate the number of subsurface site deposits that will be found during monitoring. 2. Prepare a draft technical report. The technical report will meet the standards for cultural resource reports prepared by the Council of Texas Archeologists (CTA) and adopted by the THC. The report will conclude with the recommendations of ARC based on requirements of 13 TAC 26.5 and 13 TAC 26.20. Once the draft is complete, it will be sent to CLIENT, DeOtte, and the City of Fort Worth for review prior to submitting to the THC and USACE for review and comments. 3. The final report will be printed and the necessary copies will be submitted to CLIENT, DeOtte,the City of Fort Worth,the USACE, and the THC. HISTORICAL IB'1J"IIILDLNGS ARCHAEOLOGY NATURAL SCIE.NClES 4. Curation of records and artifacts (as necessary) will be completed to satisfy the Texas Antiquities Permit requirements. Records will be prepared for curation at the Center for Archaeological Studies, Texas State University, San Marcos. The costs curation is included in the proposed cost,but if temporally diagnostic artifacts are recovered, their preparation for curation and the cost of perpetual curation(as required) will be negotiated with CAS and will be an additional cost. Schedule • ARC will coordinate with CLIENT, the City of Fort Worth,DeOtte, and the THC, once this proposal has been accepted(with a signature), or a subconsultant agreement has been issued for ARC to sign, and notification to proceed has been received in writing. • Monitoring will begin according to the construction schedule provided by the City of Fort Worth. ARC will be prepared to begin field work on the day requested,provided the City gives us at least five (5)business days' notice of the start of construction so that we can have a crew member available to monitor. • The draft report will be completed within five (5) working days, after the monitoring is complete. • ARC will submit the final draft to the THC within three (3)working day of receiving comments by CLIENT. • ARC will provide CLIENT with a finalized report within three (3) working days of receiving feedback from the THC. • All time frames subject to change if more than the estimated number of archaeological sites/features are found during the survey, or if an architectural historian must be consulted. Staffing The investigation will be carried out by Cody S. Davis and the staff of ARC.Resumes for all ARC staff are available upon request and all Principal Investigator resumes are on file with the THC. ARC has the necessary liability and workers' comprehensive insurance coverage to perform the tasks listed above. A certificate of insurance will be provided to CLIENT upon request. Cost/Payment The cost of the Tasks 1-4 listed above is: $1100.00/day including reimbursement for mileage and lodging, if applicable, and report production. This budget assumes that the coordination, monitoring, report writing, and curation will take no longer than ten(10) Monday through Friday working days, for a total cost of$11,000.00. Monitoring can be unpredictable, so if the job requires more than ten(10) working days, ARC will pursue a change order to cover the cost of the additional days. If field time is less than five (5) days, the cost may be less. • If the City of Fort Worth, DeOtte, or the CLIENT changes the proposed route or project area, ARC reserves the right to change and resubmit the proposed budget. Scheduling and costs are specific to the tasks described in this proposal and any changes to those tasks could change the cost for CLIENT. HISTOWAIL BUILDINGS ARCHAEOLOGY NATURAL SCIENCES • The cost above assumes one 7-hour day of fieldwork plus travel time or one 9-hour day of office work by a Principal Investigator for up to ten(10) days. • Artifact preparation and curation, if needed, will be in excess of this cost. It will be negotiated after the monitoring is complete. Work will be billed as tasks are completed. All invoices should be paid by CLIENT within 60 days of receipt. Proposal Accepted By: Signature of Authorized Representative Printed Name Company Title Date References Council of Texas Archeologists n.d. Guidelines for the Content of Cultural Resource Management Reports. Manuscript on file with the membership. Hall, Molly A. 2013 An Archaeological Survey of the Proposed Peak Flow Pipeline Route, Tarrant County, Texas. Cultural Resources Report 2013-65. AR Consultants, Inc., Richardson. Hall, Molly A. and Nick Coleman 2012 An Archaeological Survey of the Proposed Mountain Creek Interceptor Pipeline Route, Dallas County, Texas. Cultural Resources Report 2012-68. AR Consultants, Inc., Richardson. Texas Historical Commission n.d. Archeological Survev,Standards,for Texas. www.thc.state.tx.us. HIS'lI"OMCAL IBL I LDLNGS ARCHAEOLOGY NATURAL SCIS-NCES GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Slope Stabilization Sewer Main's M-280-B and M-338-B STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100520 Revised July 1,2011 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED:3-24-2015 STANDARD PRODUCTS LIST nr Approval Spr,;`4r.. 1"t1lsFfiiG[niinn rHvtttiNclvmr Model No. Nallnuul spec Size r :,.. ........._.....:a,.r�.".s__.__,.fi..,......._�ri:y.:_.___—_..._,...., .w.. ,,. WASTEWATER Manhole Inserts E1-14 _ Manhole Insert _ _ Knutson Enterprises Made to Order-Plastic ASTM D 1249 For 24"dia. l-I4 'M"'nole Insert South Western Packaging Made to Order-Plastic ASTM D 1249 For 24"dia. E1-14 Manhole Insert Noflow-Inflow Made to Order-Plastic ASTM D 1248 For 24"dia. 09/23/96 _--_ EI-14 Manhole Insert _ Southwestem Packing&Seals,Inc. LifeSaver-Stainless Steel For 24"dia. 09/23/96 EI-14 Manhole Insert Southwestern Packing&Seals,Inc. TetherLok-Stainless Steel For 24"dia Ma� nholes&Bases/Frames&Covers/Rectangular Manhole Frames and Covers Western Iron Works,Bass&Hays Foundry 1001 24"x40"WD Manitole Frames and CoversVulcan Foundry 6780 24"x40"WD .ld..�k...lm 4.Iloena/Grnn�an.Q.L.'narafClSt9n[lard�A3311Lt�� _ _ Pine/New/Centrifugally Cast Fiberglass Reinforced Pipe/Polymer Modified Concrete —7/21/97 IFC nt.Cast Frbe glass_ Hobos Pipe USA,Inc. Hobos Pipe(Non-Pressure) ASTM 03262/03754 _ 10/30/03 GI ss-Fibe R nforced Polymer Pipe Amilech USA FlowtiteASTM 03262{03754 Fibcrglase Pipe - - Amcron _ Bonds'trand RPMP Pie .ASt-M D'262037,14 _ 4.I},Oq Pll nerM dFcd Co ru Pp _ - Anatech LISA - ._ M P 17 -i,Pi ASTMC3+.5_ fi,FJ? 8"to 102,CIas.V 06 U l.'10 E I-9 R forced Pchmer C oocretehipe— - US Co osrte Pi Re' f recd l of m C onuvte Pipe AS C-76 Plpes/New/Concrete --_ 91-04 Cone Pi e,Reinforced Wall Concrete Pipe Co.Inc. ASTM C 76 --- ELr14 .Conc.Pipe,Reinforced Hydra Conduit Corporation Class III T&G,SPL Item#77 _ _ ASTM C 76 f____ElO4Cunc.Pipe Reinforced _ _ Hanson Concrete Products _ SPL Item#95- #98-Pie ASTM C 76 EI-04 Conc.Pi e,Reinforced �_ P _ � Concrete Pipe&Products Co.Inc_. _ _ ASTM C_7(i _ _—_�Pines/New/Ductile Iron E]-06 Ductile Iron Pi - - - --- - --- x Pe _ Griffin Pipe Products,Co. Super Hell-Ttte Ductile Iron Press—Ptpe,Class AW WA C150 C151 3"thru 24" —}I - � Ll-O6 Duc[ile Iron Pipe _ American Ductile Imn Pipe Co. American Fasti[e Pipe AW W A CI50,CI51 4",8"&]0" • AWW'A CI50,C151 —__-}—_EI-Ofi Ductile Iron Pipe U.S.Pipe and Foundry Co.C'o -- � I —E]-Ofi Ductile Iron P. - - ...._ - T ipe McWane Cast Iron Pipe Co A W WA C 150,C151 &. .—3124/2015 P...1 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED 3-24-2015 STANDARD PRODUCTS LIST %ppro ad RpeC No. Classsification _ 41�nufiaetrJr Model No. N'alional Spe y Pipes/New;P�C 1Pressm-e) 12,102.111 _ E1-24 OR-14 PVC Pressure Pipe Pipelife jetstream PVC Pressure Pipe AWWA 0900 4"thio 12" 10/22114 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA 0900 4"thio 12" Pipes/New/HDPE(Pine Burstin Slinlininal — — Hi r-densi eth ene a s rseo t e,Inc. Ci ticore,Ductile Polyethylene etlePipe ASTM D 1248 8" tY Pof_.Y_. Yl PSP Phillips DiP_.. P Y �'.-.. _- igh-density polyethylene pipe Plexco Inc. _ _ _ _ ASTM D 1248 8" _I Hi High-density polyethylene pipe Polly Pipe,Inc. _ ASTM D 1248 8" i-densityolvethylene pipe CSR H m Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248 Pipes/New/PVC* — 11/04/98El-3l PVC Corrugated Sewer Pipe Cometh Construction Products,Joe Cometh A-2000 Sewer Pi ASTM F 949 8"Lhm 36" EI-31 PVC Corrugated Sewer Pipe Uponor ETI Company Ultra torr ASTM F 949 24"to 36"onl 05/lW/09 _ EI-31 PVC Corzu aced Sewer Pipe _ Diamond Plastics Corporation CGRR 21 ASTM F 949 _2.4"to 36"onl EI-25 'PVC Sewer Pi Can-Tex,industries ASTM D3034 _ 4"thio 12" EI-U'/ Ductile Iron Fittings MCWane/l ler Pt el Umon Utthhes Divan- Werwn[ca......ttn » ngs,opts�-tris o AW WA"C-153,,CTI U,U 08/10/98 EI-07 MJ Fittings Si ma,Ca Class 350 C-153 MJ Fittings AWWA 0151 4"-24" (/2/26!14 EI-07 Ml Fittin s Accit,C Class 350 C-153 MJ Fittings _ AWWA 0153 4"-]2" __ 05/14/98 EI-07 Ductile Iron Joint Restraints Ford Meter Box C0Xiii-Flan e Uni-Flange Series 1400 _ AWR A C 111,C153 4"to 36" 05/14/98 - -- - -- _ EI-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flan a Uni-Flange Series 1500 Circle-Lock AWµ,-t C i 11'CI53 4"to 24"cA> l 1/09/04_ - AWWA —�---- --- nc. _ II-II llu ole It"'P' M ha - --- b p _ - llllt 116/C 153 4'[012" 02-14,12 33 doll PC Pi Ie Aleo he Restraints l JointilRe,tmint FIB1AA Iron!Inc Mem lB Sena,°11000(for PVC 1i AWµA Cl I 1 tf+'C153 4'Lo 42" 02'29.'l 2 'A C'1 L1 l6'CI53 4"to 24' _. - -_ -_. s o _al -. J6 08105104 EI-07 Mechanical Joint Retainer Glands Sigttla,Co. gut dog SGy t m(Dram ani Lok rat&JMaEagle A W WA CI I1/CI53 4"to 7A" - - _ IU%12/10 EI-24 S&B'I hntal Product, Lee900) _ ASIM-17-1624 4 toll" 0816;[16 EI 07 Mechanical Joint Fminp - SIP t dustrizs MeehanieYd lora(Finings AtV WA CI53 4'to 24" Pipes/Valves&FittingslResilient Seated Gate Valve* _ Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing#94-20247 12.113/02 Resilient Wedge Gate Valve _ American Flow Control Series 2530 and Series 2.536 AWWA C515 30"and 36" _ 08/11/99 ResilieN Wedge Gate Valve American Flow Control Series 2520&2524(SD 94-20255 AWWA 0515 _ 20n and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516(SD 94-20247) AWWA CSIS �4""'� 10/24/00 E1-26 Resilient Wed a Gate Valve American flow Control _ Series 2500(Ductile Iron _ AWWA C515 0&!05/04 ResilientWed eg Gate Valve American blow Control 42"and 48"AFC 2500 AWWA 05158"0523/91 � EI-26 Resilient Wed a Gate Valve AmericanAVKCo anv American AVK Resilient Seaded GV AWWA C509 " P.—3/2412015 P_2 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED:3-24-2015 STANDARD PRODUCTS LIST y If No. (bye ti1'Irw lrli �" --jibeAuntliwreiut 'bllsdel Nu "' ...1 tifadirrlteti Sgyur CTTt� ` P85 __ 20"and u, ` I t" �� Gte Valve A enczn AM1h pany E126 It to Valve _ _Kennedy 4 Iv 26 urns Seated Gate Valve _.�.. M&H _. 4 1 —— E1-26 i e'hent Se ted Gate Valve Muellerco. 4'-12" I/08/9y __ rccsth nt Wedge Gate_Vahe _ Mueller Co. _ _ _Series A2361(SD 6647)_ AWWA C515 16' 01123/03 Resilient Wed a Gatc Valve "'13",h > — g Weller Co. Series A2360 for 18"-24"(SD 6709) AWWA C515 24"and smaller C to Valve _ _ Mn6l r Ca Mueller 30"Ec 36',C-515 AWWA t_515 30"and 36" —0141116 — - _,1W _ R ihent W 1 Gate Valle M1tuelter Co. M eller 42"&48".C-515 _ A W W A C-1 15 d?"and 46" ---- E1-26 R sttlent Wedge Cate Valve _ Clow Valve Co, _ _ ____ AWWA 0509 4"-12" 10/04/94 Resilient Wedge Gate Valve —� 11/08/99 -- _ Clow Vale Co._ __16'RS GV(SD D-20995) AWWA C515 16" __E]-26 Resilient Wed g G to Valve 11/29/04 _ Clow_Valy Co. _ _ Clow RW Valve(SD D-21652) AWWA CSIS 24"and smaller __ Resth nt_Wadg Cat.—v—. lve _ C_low Valve Co. Clew 30"&36"C-515 AWWA C515 30'and 36"(Note 3) 1 /30,1 _ Resilient Wedge Gate Valve _ 24"to 48 (Note 3) 05/08/91 — _ Clow Valve Co. Clow Valve Model 2638 AWW,4C515 EI-26 ,Resilient Seated Cate Valve Stockham Valves&Finings AWWA C 509,ANSI 420-,1.,ASTM 4"-12" • EI-� ..6 Resilient Sealed Gate Valve U.S,P1pe and F.ur Co. Metcosea1250,c uirements SPL 474 3"t.t6" _ 3/24/2015 P.—3