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051810-PM1 - Construction-Related - Contract - American Airlines, Inc. and Reyes Group, Ltd. (2)
CSC No. 51810 -PM! FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF Paving, Signal, and Street Light Improvements To Serve American Airlines Headquarters Trinity Blvd, SH 360 Frontage, American Blvd City Project No. 101314 Betsy Price David Cooke Mayor City Manager Christopher P. Harder, P.E. Water Director Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department Richard Zavala Director, Parks and Recreation Department Prepared for The City of Fort Worth 2018 PACHECO KOCH CONSULTING ENGINEERS, INC Markus Neubauer OFFICIAL RECORD .....'... CITY SECRETARY / MARKU5 NEUBAUER 0 �� • ` ��; FT. WORTH, TX 10/5/2018 0000 10- 1 TABLE OF CONTENTS FOR DEVELOPER A\YARDED PROJECTS Page I of 5 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 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions 00 05 15 Addenda 00 1113 Invitation to Bidders 00 21 13 Instructions to Bidders 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 00-43- -3 Bid-Bond /id ,Bon(d'�,., c`,,`,, T ,,•-. ,,„� �,J,�� 98-43-3T ceder -Cowl anee-+a-State--aw Non Reside#-Biddef 00 45 11 Bidders Prequalification's 00 4512 Prequalification Statement 98-4§-13 Bidder-Prcguaii€leetier�-Applieatieo 00 45 26 Contractor Compliance with Workers' Compensation Law 98-43-40 M e ity44-urtess-€w irise-Gee1 00 52 43 Agreement 00 61 25 Certificate of Insurance 00 62 13 Performance Bond 00 62 14 Payment Bond 0062 19 Maintenance Bond 98--2.88 General-Condi�iens 00 73 00 Supplementary Conditions 00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects Division 01 - General Requirements 01 11 00 Summary of Work 01 25 00 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings (Tier 3) 01 32 16 Construction Progress Schedule 01 32 33 Preconstruction Video 01 33 00 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 04-40-000 Temporary -Fae lities-an Controls 01 55 26 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 94-3S-1Te tpersry- Projec*'Stgiiage 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 71 23 Construction Staking (MOD) 01 7423 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents CITY OF FORT \VORTI I American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER A\YARDED PROJECTS City Project No. 101314 Revised September I, 2015 00 00 10- 2 TABLE OF CONTENTS FOR DEVELOPER A\YARDED PROJECTS Page 2 oi'5 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 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 TxDOT Specifications and Special Provisions listed below are included by reference and can be viewed/downloaded from TxDOT website at: https://www.txdot.gov/business/resources/txdot-specifications.html 360 Concrete Pavement 400 Excavation and Backfill for Structures 403 Temporary Special Shoring 416 Drilled Shaft Foundations 423 Retaining Wall 432 Riprap 450 Railing 465 Junction Boxes, Manholes and Inlets 531 Sidewalks 685 Roadside Flashing Beacon Assemblies City of Fort Worth Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htps://projectoint.buzzsaw.com/c I i ent/fortworth tfov/Resources/02%20- %20Construction%20Documents/Specifications Division 02 - Existing Conditions 02 41 13 Selective Site Demolition 02 4114 Utility Removal/Abandonment 02 4115 Paving Removal Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 03-34- -3 — Control led -hew- Strength - ateri$I-I LSSM-) 03--34-4 6 ncrete-Base-A4ateri&-€er•-Tretclh-Repair 03-$0-00 c-Stitetrtres Division 26 - Electrical 26 05 00 Common Work Results for Electrical 264-4a o4i4ielr€er leetrieel ste s 26 05 33 Raceway and Boxes for Electrical Systems 26.83-43 Underground- -nd-.Raee+s €er leeti4eel-Systems Division 31 - Earthwork 31 10 00 Site Clearing 31 23 16 Unclassified Excavation 34- 3 23_Bo ew 31 24 00 Embankments 31 25 00 Erosion and Sediment Control 3�-36-80 Gabiens 34-3 -00 R-irap Division 32 - Exterior Improvements CITY OF FORT \NORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER A\YARDED PROJECTS City Project No. 101314 Revised September 1, 2015 00000-3 TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS Page 3of5 1 32-0-117 Pe ei As ha#- ifig-tea# 2 324-148 Ted -Asp1iatlt-- av ►g -weir 3 32$}-29— C efete-Paving-Repair 4 32-4-i-33 -F4e*i 34e--Rase-des 5 32 11 29 Lime Treated Base Courses 6 32_11 33 Cement Treated -Rase Courses 7 3242- h 1 -t -Raving 8 32-48-43rs}�1ialt-9aviirg-Crack-$e$laiits 9 32 13 13 Concrete Paving 10 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 11 32 13 73 Concrete Paving Joint Sealants 12 32-44-46 B-riek- it--Ravi-ng 13 32 16 13 Concrete Curb and Gutters and Valley Gutters 14 32 1723 Pavement Markings 15 3244-43 G Fia-i* Link Fe ees-a-t4-ates 16 32-3_26 —Wife yes and -bates 17 32.34-29 Wo d+enees-an4-€ates 18 3232 13 Cast -in -Place Concrete Retaining Walls 19 32 91 19 Topsoil Placement and Finishing of Parkways 20 32 92 13 Hydro -Mulching, Seeding, and Sodding 21 32-43-43 Trees-ai4-Shr- s 22 23 Division 33 - Utilities 24 33-84-30 vcf-and Man holeTcsting 25 33-04-34 Clesed— irettitTelev-isien{CC4V+ nspeetien 26 33_03 10 Bypass p-ing e€ €isting $ester Systems 27 33-0410 Jeint �endt4-Eleetrieal-tselatien 28 3344-44 Cei esien-Control Test Stations 29 3344- Mages4um-nede-athodic Protection System 30 33-0440 Temporary -Wei -Services 31 3344-40 Cleaning -a td.-#eeeptanee-est g-efWater--Mains 32 3305 10 Utility Trench Excavation, Embedment, and Backfill 33 33-005 12 Later -dire Lowed-tg 34 33 05 13 Frame, Cover and Grade Rings 35 3345-44--- Ttdstieg Fanlieles;--nlets; al�e fes; $ttd 9tt�er Stt�tetttres-te-F�rac�e 36 33-05-4b tirete-W- tef-Vaults 37 3305-1-7- Coneiete-Ge4lars 38 33-$5-20 Ttttgef- eg 39 33-$5-3-F Tunr eF-hi+' er--Rlate 40 33-05_22 $tee4-Easi tg-Ride 41 33-0543 Hand Tunneling 42 334544 __Install p-eon-Casieg-erTunne}-L-i ref--lete 43 33-83 26 Uti4ity-Markers/Leeatefs 44 33 05 30 Exploratory Excavation for Existing Utilities 45 33-44-48 Ductile -ore* Ride 46 33-44-44 OtteWe-4rett4�ittiegs 47 3344-48- 41elyvi-nyl-Gh4afide-fPVC Pressure-4-ipe 48 33-44-43 Cenerete- ressttre-Ripe B-mar-'Nrapped, eel -Cinder -fie 49 33-44-44 3tt red Steel4ipe-and-Fittings 50 33-4-1-14 Pre-stressed-Cetterete-Cy1+ndeF-Ripe CITY OF FORT WORTII American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised September 1, 2015 0000 0-4 TABLE OF CONTENTS FOR DEVELOPER A\YARDED PROJECTS Page 4 of 5 1 3-3-4-240 -Services-4-4eela-te- --ineh 2 334.244- - Large -Water l-eters 3 33-4..20 Resiiien heated-Gate-3ave 4 33-1-2---IAW ubbcf heated- ttterly-•Valves 5 33--4-2-.2- eetien to € }sti>}g mater -A -erns 6 33-4230 Co nation Air al-ve pies €er-PetabIe Water stee►s 7 33-1-3.40 barrel -Hire l4ydraets 8 33-1-2- `eater-Ile-Satiens 9 33-1360 ewe€€ `eves 10 33-34-4.2- G ed-ln--Rlftee-Ripe-(G1-R R) 11 33-3-1 l;iderglass-Fla nfofeed-Ripe-4 -Gravity itary-Sewers 12 3344-14 HDP Ripe lier�aeitary �e�vers-fGrav4y-end-lieree-l`4-ains) 13 33-31---20 -Relyvi-GE4eride- f P -Gravity-&a*itary-Sewer--Ride 14 33� I nylileride �I�L�£� Glesed lire# ile-Gravity Sanitary -$ewer --Ripe 15 33-34-22 Sanitary fewer.-lop4ini+ g 16 3344_23 $anitai$ewei4 4pe-Enlargement 17 33-34-30 aFy-SeweF&l4ee Con neefief+s--ftn4--S-efyiee-L-i-ffe 18 3344--0 Cam inatien-A4i-halve-€er-unitary-fewer-- eree-Mains 19 33-39-4-0 Gast-ln-lzlaee Concrete-lul-a*hie fes 20 33-39-20 - Precast-Generete Manke4es 21 33-39-30 FiberglaMi4ie4es 22 3349-40 Wastewater Aeeess-Chamber-(3 AC) 23 33-39-60 Epe*y--Diners-€er-unitary-fiver-gtt- ettrres 24 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 25 33-4444 43 D RE -Storm -Seaver -P4 e 26 33-46-00 -drainage 27 33-46-04 96tted term-Pra4ns 28 33-46-02 eneli-Drains 29 33-49-40 Cast-ln-4�leee 4ntThefes $nd3ttnetien des 30 33 49 20 Curb and Drop Inlets 31 33-49-40 &term-&inage-ldeadwal4s-an4 W ingwal Is 32 33 Division 34 — Transportation 34 3441 10 Traffic Signals 35 34 4113 Removing Traffic Signals 36 34 41 20 Roadway Illumination Assemblies 37 34 41 30 Aluminum Signs 38 34 71 13 Traffic Control 39 40 Appendix 41 GG-4. 1 Availability -e€ Lands 42 GC -4.02 Geotech Report & SUE Drawings 43 GG-4.06_Haarets EnvirenmentaI Genditien at &rte 44 FG-6:6:43 NIinerity-en4-Women__Owned 13ttsiness-Enterprise-fie 45 GC -6.07 Wage Rates 46 GC -6.09 Floodplain Development Pennit 47 §C-6.21 4 l - diserirninatien 48 GR-Ol-60--00 edtie Requirements 49 CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER A\VARDED PROJECTS City Project No. 101314 Revised September I, 2015 000010-5 TABLE OF CONTENTS FOR DEVELOPER A\VARDED PROJECTS Page 5 of 5 END OF SECTION CITY OF FORT \NORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER A\VARDED PROJECTS City Project No. 101314 Revised September I, 2015 ADDENDUM NO. 1 To the Plans, Specifications & General Contract Documents Paving, Signal, and Street Light Improvements To Serve American Airlines Headquarters Trinity Blvd, SH 360 Frontage, American Blvd CITY PROJECT NO.: 101314 Bid Date: October 26, 2:00 PM Addendum No. 1: Issued October 19, 2018 The Contract Documents, Specifications, and Plans for the subject project are hereby amended as follows: SPECIFICATIONS & CONTRACT DOCUMENTS: 1. 00 42 43 PROPOSAL FORM The Proposal Form shall be deleted in its entirety and replaced with the enclosed revised Proposal Form labelled Addendum 1. 2. 00 73 00 SUPPLEMENTARY CONDITIONS Pages 5 and 6 have been replaced with the enclosed revised sheets labelled Addendum 1 3. GC -4.02 GEOTECH REPORT An Addendum dated October 12, 2018 to the Geotechnical Engineering Report will be added to the Appendix for contractor's information only. CONSTRUCTION PLANS The Construction Plans for the subject project are hereby added, removed, or revised as labelled Addendum 1 on the respective sheets. Cover Sheet Sheet 2 Sheets 10-13 Sheet 46 Sheet 49 Sheet 53 Sheets 54,59 Sheets 60-61 Sheet 93 Sheets 96-99 Sheet 118 Sheets 127-130 Sheets 130A -130D Signed/Sealed version Renumbered street lighting sheets Has been replaced with the enclosed revised sheet Added additional curb and gutter removal at Post Oak Change ADA ramp type to P-1 Added Callout for separation between City and TxDOT pvmt Removed proposed right turn lane Revised details Removed proposed right turn lane Removed proposed right turn lane Removed M-2 detail Street Lighting Plans have been added to the plan set. Street Lighting Details have been added to the plan set. CLARIFICATIONS TO THE PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS Bidder acknowledges they have read and understood the attached clarifications which were presented at the optional Pre -Bid Conference on October 17, 2018. Addendum No. 1, Page 1 2. Bidder acknowledges they have read and understood the responses to the Request For Information (RFI) presented before or at the Pre -Bid Conference. These RFI's and responses can be viewed in the Bid Documents Package I Request For Information subfolder, 3. Cross sections will be provided for Bidders information only. This Addendum, forms part of the Contract Documents referenced above and modifies the original Contract Documents and Plans. Bidder shall acknowledge receipt of this addendum in the space provided below, on the last page of the Bid Form and acknowledge receipt on the outer envelope of your bid. A signed copy of this Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. RECIEPT ACKNOWLEDGEMENT: Company:_Reyes Group Ltd, Address:1520 Parker Road City:_Grand Prairie State: Texas......... ISSUED BY: Pacheco Koch By: '✓ '_''7y Markus Neubauer, P.E. Associate Principal ACCEPTED BY CITY: Debbie J ' illhelm, P.E. Project Manager Addendum No. 1, Page 2 001113-I INVITATION TO BIDDERS Page I of 2 SECTION 00 11 13 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 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 INVITATION TO BIDDERS DEVELOPER AWARDED CONTRACTS l 6119 ' 1 : 1l;6lw'1:�17�3�a1� �.Y�1►111'1 RECEIPT OF BIDS Sealed bids for the construction of American Airlines Paving & Signal improvements will be received by the City of Fort Worth Transportation & Public Works Department; IPRC: City of Fort Worth Transportation & Public Works Department; IPRC 200 Texas Street Fort Worth, Texas 76102 until { 1:30 P.M. CST, Friday, October 26, 2018}, and bids will be publicly read aloud at 2:00 P.M. CST, Friday, October 26, 2018 in the TPW Conference Room 270. GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: 4,000 SY of 11" concrete pavement for pavement widening, 3,700 SY of concrete sidewalk, 4,500 SF of retaining wall, 5 intersections that will be improved, and 5 inlets to be replaced. PREQUALiFiCATION The improvements included in this project must be performed by a contractor who is pre - qualified by the City at the time of bid opening. The procedures for qualification and pre - qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at http://www.fortworthov.or/purchasin/ v.or}y//purchasing/- and clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Copies of the Bidding and Contract Documents may be purchased from Pacheco Koch Consulting Engineers, Inc. which is located at 6100 Western Place Suite 1001, Fort Worth, TX 76107. The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $ 120 Set of Bidding and Contract Documents with half size (if available) drawings: $ 80 PREBID CONFERENCE A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following location, date, and time: DATE: October 17, 2018 TIME: 1:00 — 2:00 PLACE: City Hall, 200 Texas St Fort Worth, Texas 76102 CITY OF FORT \NORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER A\YARDED PROJECTS City Project No. 101314 Revised December 23, 2015 00 I1 13-2 INVITATION TO BIDDERS Page 2 o12 1 2 3 4 5 6 7 8 9 10 I1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 LOCATION: TPW Conference Room 270 DEVELOPER/CITY'S RIGHT TO ACCEPT OR REJECT BIDS Developer and City reserves the right to waive irregularities and to accept or reject bids. FUNDING Any Contract awarded under this INVITATION TO BIDDERS is expected to be funded from revenues generated from a combination of Regional Toll Revenue (RTR) (Approved by RTC) and City ECFA funding for City Council approval for the work under this INVITATION TO BIDDERS. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Markus Neubauer P.E., Pacheco Koch Consulting Engineers, Inc. Email: mneubauer@pkce.com Phone: 817-412-7155 AND/OR Attn: Debbie Willhelm P.E., City of Fort Worth Email: Debbie.Willhelm@fortworthtexas.gov Phone: 817-392-2481 ADVERTISEMENT DATES October 5, 2018 October 12, 2018 27 END OF SECTION CITY OF FORT \VORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER A\YARDED PROJECTS City Project No. 101314 Revised December 23, 2015 (10 21 13 - I INSTRUCTIONS TO BIDDERS Page I of 8 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 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 SECTION 00 21 13 INSTRUCTIONS TO BIDDERS DEVELOPER AWARDED CONTRACTS FOR PUBLICLY BID PROJECTS ONLY 1. Defined Terms 1.1. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.1.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1. I.2.Successful Bidder: The lowest responsible and responsive Bidder to whom Developer/City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1, Neither Developer/City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. Developer/City and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. All Bidders and their subcontractors are required to be prequalified for the work types requiring prequalification at the time of bidding. Bids received from contractors who are not prequalified (even if inadvertently opened) shall not be considered. Prequalification requirement work types and documentation are as follows: 3.1.1. Paving — Requirements document located at; https://proiectpoint.buzzsaw.com/fortworth €ov/Resources/02%20- %20Constniction%20Documents/Contractor%20Pregualification/TPW%20PavinL, %20Contractor%20Prequalification%20Program/PR EOUALIFICATION%20REO UI REM ENTS%20FOR%20PA V ING%20OONTRACTORS. PDF?public 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at; https://proiectpoint.bu77saw,com/fortworthkov/Resources/02%20- %20Construction%20Documents/Contractor%20Prequalification/TPW%20Pavinl; %20Contractor%20 Prequalification%20Program/PREOUALIFICATION%20REO UIREMENTS%20FOR%20PAVING%20OONTRACTORS.PDF?public 3.1.3. Water and Sanitary Sewer — Requirements document located at; CITY OF FORT \NORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER A\VARDED PROJECTS City Project No. 101314 Revised April 4, 2014 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 of 8 httns://prolectt)oint.buzzsaw. com/fortworth Lov/Resources/02%20 2 %20Constniction%20Documents/Contractor%20PreguaIification/Water%20and%2 3 0Sanitary%20Sewer%20Contractor%20Prequalification%20Program/W SS%20pre 4 gual%20requirements.doc?public 5 6 7 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within 8 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 9 45 11, BIDDERS PREQUALIFICATIONS. 10 11 3.2.1. Submission of and/or questions related to prequalification should be addressed to 12 the City contact as provided in Paragraph 6.1. 13 14 15 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 16 bidder(s) for a project to submit such additional information as the City, in its sole 17 discretion may require, including but not limited to manpower and equipment records, 18 information about key personnel to be assigned to the project, and construction schedule, 19 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 20 deliver a quality product and successfully complete projects for the amount bid within 21 the stipulated time frame. Failure to submit the additional information, if requested, 22 may be grounds for rejecting the apparent low bidder as non -responsive. 23 24 3.4. In addition to prequalification, additional requirements for qualification may be required 25 within various sections of the Contract Documents. 26 27 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 28 29 4.1. Before submitting a Bid, each Bidder shall: 30 31 4.1.1. Examine and carefully study the Contract Documents and other related data 32 identified in the Bidding Documents (including "technical data" referred to in 33 Paragraph 4.2. below). No information given by Developer/City or any 34 representative of the Developer/City other than that contained in the Contract 35 Documents and officially promulgated addenda thereto, shall be binding upon the 36 Developer/City. 37 38 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 39 site conditions that may affect cost, progress, performance or furnishing of the 40 Work. 41 42 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 43 progress, performance or furnishing of the Work. 44 CiTY OF FORT \NORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER A\YARDED PRO.IECTS City Project No. 101314 Revised April 4, 2014 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 8 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." 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 ii 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. Bidder must fill all holes and 21 clean up and restore the site to its former conditions upon completion of such 22 explorations, investigations, tests and studies. 23 24 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 25 cost of doing the Work, time required for its completion, and obtain all information 26 required to make a proposal. Bidders shall rely exclusively and solely upon their 27 own estimates, investigation, research, tests, explorations, and other data which are 28 necessary for full and complete information upon which the proposal is to be based. 29 It is understood that the submission of a proposal is prima-facie evidence that the 30 Bidder has made the investigation, examinations and tests herein required. Claims 31 for additional compensation due to variations between conditions actually 32 encountered in construction and as indicated in the Contract Documents will not be 33 allowed. 34 35 4.1.8.Promptly notify Developer of all conflicts, errors, ambiguities or discrepancies in or 36 between the Contract Documents and such other related documents. The Contractor 37 shall not take advantage of any gross error or omission in the Contract Documents, 38 and the Developer shall be permitted to make such corrections or interpretations as 39 may be deemed necessary for fulfillment of the intent of the Contract Documents. 40 41 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 42 43 4.2. l .those reports of explorations and tests of subsurface conditions at or contiguous to 44 the site which have been utilized by Developer in preparation of the Contract 45 Documents. The logs of Soil Borings, if any, on the plans are for general 46 information only. Neither the Developer nor the Engineer guarantee that the data 47 shown is representative of conditions which actually exist. 48 CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER A\YARDED PROJECTS City Project No. 101314 Revised April 4, 2014 0021 13-4 INSTRUCTIONS TO BIDDERS Page 4 o18 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 Developer in preparation of the Contract 4 Documents. 6 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 7 on request. Bidder is responsible for any interpretation or conclusion drawn from 8 any "technical data" or any other data, interpretations, opinions or information. 9 10 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (1) 11 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 12 exception the Bid is premised upon performing and furnishing the Work required by the 13 Contract Documents and applying the specific means, methods, techniques, sequences or 14 procedures of construction (if any) that may be shown or indicated or expressly required 15 by the Contract Documents, (iii) that Bidder has given Developer written notice of all 16 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 17 written resolutions thereof by Developer are acceptable to Bidder, and when said 18 conflicts, etc., have not been resolved through the interpretations by Developer as 19 described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient 20 to indicate and convey understanding of all terms and conditions for performing and 21 furnishing the Work. 22 23 4.4.The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 24 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material, unless 25 specifically identified in the Contract Documents. 26 27 5. Availability of Lands for Work, Etc. 28 29 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 30 access thereto and other lands designated for use by Contractor in performing the Work 31 are identified in the Contract Documents. All additional lands and access thereto 32 required for temporary construction facilities, construction equipment or storage of 33 materials and equipment to be incorporated in the Work are to be obtained and paid for 34 by Contractor. Easements for permanent structures or permanent changes in existing 35 facilities are to be obtained and paid for by Developer. 36 37 38 39 40 41 6. Interpretations and Addenda 42 43 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 44 Developer's/City's representative. Interpretations or clarifications considered necessary 45 by Developer in response to such questions will be issued by Addenda delivered to all 46 parties recorded by Developer as having received the Bidding Documents. Only 47 questions answered by formal written Addenda will be binding Oral and other 48 interpretations or clarifications will be without legal effect 49 50 Address questions to: 51 CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER A\YARDED PROJECTS City Project No. 1(11314 Revised April 4, 2014 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 8 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 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Attn: Markus Neubauer P.E., Pacheco Koch Consulting Engineers, Inc Email: mneubauer@pkce.com Phone: 817-412-7155 AND/OR Attn: Debbie Willhelm P.E., City of Fort Worth Email: Debbie.WillhelmCfortworthtexas.gov Phone: 817-392-2481 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by Developer/City. 6.3. Addenda or clarifications may be posted via Buzzsaw. 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of Developer will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. Developer's representative will transmit to all prospective Bidders of record such Addenda as Developer considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 8. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 9. Substitute and "Or -Equal" items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Section 01 25 00 of the General Requirements. 10. Bid Form CITY OF FORT \VORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER A\VARDED PROJECTS City Project No. 101314 Revised April 4, 2014 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of8 10.1. All blanks on the Bid Form must be completed by printing in ink and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered legibly, in ink or type, for which the Bidder proposes to do the work contemplated or furnish materials required. 10.2. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate name, address and state of incorporation shall be shown below the signature. 10.3. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official name and address of the partnership shall be shown below the signature. 10.4. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The name and state of formation of the firm and the official address of the firm shall be shown. 10.5. Bids by individuals shall show the Bidder's name and official address. 10.6. Bids by joint ventures shall be executed by each joint venturer in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 10.7. All names shall be typed or printed in ink below the signature. 10.8. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 10.9. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 10.10. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 11. Submission of Bids Bids shall be submitted on the prescribed Bid Form and proposal form, provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to City of Fort Worth Project Manager, and shall be enclosed in an opaque sealed envelope, marked with the City Project Number, Project title, the name and address of Bidder, and accompanied by the Bid security, if required, and other required documents. 12. Modification and Withdrawal of Bids CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER A\VARDED PROJECTS City Project No. 101314 Revised April 4, 2014 0021 13 - 7 INSTRUCTIONS TO BIDDERS Page 7 of 8 1 12.1. Bids cannot be withdrawn prior to the time set for bid opening. A request for 2 withdrawal must be made in writing by an appropriate document duly executed in the 3 manner that a Bid must be executed and delivered to the place where Bids are to be 4 submitted at any time prior to the opening of Bids. After all Bids not requested for 5 withdrawal are opened and publicly read aloud, the Bids for which a withdrawal 6 request has been properly filed may, at the option of the Developer/City, be returned 7 unopened. 8 9 13.2 Bidders may modify their Bid by electronic communication at any time prior to the 10 time set for the closing of Bid receipt. II 12 13. Opening of Bids 13 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 14 abstract of the amounts of the base Bids and major alternates (if any) will be made available 15 to Bidders after the opening of Bids. 16 17 14. Bids to Remain Subject to Acceptance 18 All Bids will remain subject to acceptance for the time period specified for Notice of Award 19 and execution and delivery of a complete Agreement by Successful Bidder. Developer/City 20 may, at their sole discretion, release any Bid and nullify the Bid security, if required, prior to 21 that date. 22 23 15. Evaluation of Bids and Award of Contract 24 25 15.1. Developer/City reserves the right to reject any or all Bids, including without 26 limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or 27 conditional Bids and to reject the Bid of any Bidder if Developer/City believes that it 28 would not be in the best interest of the Project to make an award to that Bidder, 29 whether because the Bid is not responsive or the Bidder is unqualified or of doubtful 30 financial ability or fails to meet any other pertinent standard or criteria established by 31 City. Developer/City also reserves the right to waive informalities not involving 32 price, contract time or changes in the Work with the Successful Bidder. 33 Discrepancies between the multiplication of units of Work and unit prices will be 34 resolved in favor of the unit prices. Discrepancies between the indicated sum of any 35 column of figures and the correct sum thereofwill be resolved in favor of the correct 36 sum. 37 38 15.1.1. Any or all bids will be rejected if Developer/City has reason to believe that 39 collusion exists among the Bidders, Bidder is an interested party to any litigation 40 against Developer/City, Developer/City or Bidder may have a claim against the 41 other or be engaged in litigation, Bidder is in arrears on any existing contract or 42 has defaulted on a previous contract, Bidder has performed a prior contract in an 43 unsatisfactory manner, or Bidder has uncompleted work which in the judgment 44 of the Developer/City will prevent or hinder the prompt completion of additional 45 work if awarded. 46 CITY OF FORT \NORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AIVARDED PROJECTS City Project No. 101314 Revised April 4, 2014 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 0021 13-8 INSTRUCTIONS TO BIDDERS Page 8 of 8 15.2. Developer/City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the Developer/City. Developer/City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 15.3. Developer/City may conduct such investigations as Developer/City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to Developer's/City's satisfaction within the prescribed time. 15.4. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by Developer/City indicates that the award will be in the best interests of the Developer/City. 15.5. Failure or refusal to comply with the requirements may result in rejection of Bid. 16. Signing of Agreement When Developer issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement. The Contractor shall sign and deliver the required number of counterparts of the Agreement to Developer's representative with the required Bonds, Certificates of Insurance, and all other required documentation. END OF SECTION CITY OF FORT \NORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER A\YARDED PROJECTS City Project No. 101314 Revised April 4, 2014 0041 00 DAP BID FORM FOR PUBLICLY BID PROJECTS ONLY Page 1 of 7 SECTION 00 41 00 BID FORM TO: American Airlines, Inc 4333 Amon Carter Blvd., Fort Worth, TX 76155 FOR: Paving, Signal, and Street Light Improvements to Serve American Airlines Headquarters Trinity Blvd, SH 360 Frontage, American Blvd City Project No.: City Project No. 101314 Units/Sections: N/A 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Developer 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 in the construction contract. 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 Developer (b) to establish Bid prices at artificial non- competitive levels, or (c) to deprive Developer 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 Developer, a purpose of which is to establish Bid prices at artificial, non- competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION BID FORM - DEVELOPER AWARDED PROJECTS Form Revised April 2, 2014 00 41 00 BID FORM DAP 0041 00 DAP BID FORM FOR PUBLICLY BID PROJECTS ONLY Page 2 of 7 d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Concrete Paving Construction/ Reconstruction (Less than 15,000 square yards). b. Roadway and Pedestrian Lighting c. d. 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 117 calendar days after the date when the Contract Time commences to run as provided in the General Conditions. Construction for this project shall be completed by May 1st 2019. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones) within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Proposal Form, Section 00 42 43 c. Prequalification Statement, Section 00 45 12 d. Any additional documents that may be required by Section 12 of the Instructions to Bidders e. Bidder pre -qualification application (Optional) 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is 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 $2,839,987.00 CITY OF FORT WORTH STANDARD CONSTRUCTION BID FORM - DEVELOPER AWARDED PROJECTS Form Revised April 2, 2014 00 41 00 BID FORM DAP 0041 00 DAP BID FORM FOR PUBLICLY BID PROJECTS ONLY Page 3 of 7 7. Bid Submittal This Bid is submitted on October 26, 2018 Respe�7� By: 77 (Si ature) Marcos G. Reyes (Printed Name) Title: President Company: Reyes Group, Ltd. Address: 1520 Parker Road Grand Prairie, TX 75050 State of Incorporation: Illinois Email: marcosgCilreyesgroup.com Phone: 214-260-3535 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION BID FORM - DEVELOPER AWARDED PROJECTS Form Revised April 2, 2014 by the entity named below. Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: Corporate Seal: 00 41 00 BID FORM DAP 004243 DAP -AID PROPOSAL I'agr 4 ul'7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value I 10171.0101 Construction Staking 01 71 23 LS I $ 54,000.00 $ 54,000.00 2 0241.0100 Remove Sidewalk 0241 13 SF 1,053 $ 2.50 $ 2,632.50 3 0241.0300 Remove ADA Ramp 0241 13 EA 4 $ 745.00 S 2,980.00 4 0241.0500 Remove Fence 02 41 13 LF 1,700 $ 4.00 $ 6,800.00 5 02.11.0900 Remove Misc Conc Structure 02 41 13 LS I $ 1,000.00 $ 1.000.00 6 0241.1000 Remove Conc Pvmt 0241 IS SY 1,915 $ 19.00 $ 36,385.00 7 0241.1300 Remove Conc Curb&Gutter 0241 IS LF 5,851 $ 9.00 $ 52,659.00 8 02.11.4001 Remove 10' Curb Inlet 0241 14 EA 3 S 4,000.00 $ 12,000.00 9 2605.0111 Furnish/Install Elec Sery Pedestal 26 05 00 EA 2 $ 6,700.00 $ 13,400.00 10 2605.3013 2" CONDT RM (T) 26 05 33 LF IS $ 25.00 $ 375.00 II 12605.3015 2" CONDT PVC SCH 80 (T) 26 05 33 LF 2,594 S 14.50 $ 37,613.00 12 12605.301 6 2" CONDT PVC SCH 80 (B) 26 05 33 LF 485 $ 20.00 $ 9,700.00 1 13 12605.3025 3" CONDT PVC SCH 80 (T) 2605 33 LF 750 $ 18.00 1 $ 13,500.00 1 14 2605.3026 3" CONDT PVC SCH 80 (B) 26 05 33 LF 645 $ 22.00 S 14,190.00 15 2605.3033 4" CONDT PVC SCH 80 (T) 26 05 33 LF 5 $ 30.00 $ 150.00 1 16 131 10.0101 Site Clearing 1 31 1000 LS I $ 11,800.00 1 $ 11,800.00 17 3123.0101 Unclassified Excavation by Plan 31 23 16 CY 4.113 S 17.00 $ 69,921.00 18 3124.0101 Embankment by Plan 31 24 00 CY 3,207 $ I I.00 $ 35,277.00 19 3125.0101 S\VPPP > I acre 31 25 00 LS I $ 12,300.00 $ 12,300.00 20 3201.0302 3" Extra Width Asphalt Pavement Repair 3201 17 SY 1.933 $ 24.00 $ 46,392.00 21 321 1.0401 Commercial Lime Slurry 32 1129 TN 84 $ 214.00 $ 17.976.00 22 321 1.0502 8" Lime Treatment 32 1129 SY 5,241 $ 8.00 $ 41,928.00 23 3213.0104 9" Conc Pvmt 32 13 13 SY 4,415 $ 86.00 $ 379,690.00 24 3213.0312 5" Conc Sidewalk, Adjacent to Curb 32 13 20 SF 25,255 $ 8.00 $ 202,040.00 25 3213.0321 Conc Sidewalk, Adjacent to Ret Wall 32 13 20 SF 6,000 $ 8.00 $ 48,000.00 1 26 13213.0503 Barrier Free Ramp, Type M -I 32 13 20 EA I $ 2,670.00 $ 2,670.00 27 3213.0505 Barrier Free Ramp, Type M-3 32 13 20 EA I $ 2,670.00 S 2.670.00 28 3213.0506 Barrier Free Ramp, Type P -I 32 13 20 EA 16 $ 2,500.00 $ 40.000.00 29 3217.0003 4" BRK Pvmt Marking HAS (\V) 32 1723 LF 3,936 $ 1.00 $ 3,936.00 30 3217.0201 8" SLD Pvmt Marking HAS (W) 32 17 23 LF 1,149 $ 2.00 S 2,298.00 31 3217.0501 24" SLD Pvmt Marking HAE (W) 32 1723 LF 2.411 $ 6.00 $ 14,466.00 32 3217.1002 Lane Legend Arrow 32 17 23 EA IS $ 127.00 $ 1,905.00 33 3217.1004 Lane Legend Only 32 17 23 EA 15 $ 140.00 S 2,100.00 34 3217.2102 REFL Raised Marker TY I -C 32 17 23 EA 58 $ 5.00 $ 290.00 35 3217.2104 REFL Raised Marker TY II -C -R 32 17 23 EA 98 $ 5.00 $ 490.00 36 3217.4301 Remove 4" Pvmt Marking 32 17 23 LF 3,936 $ 1.00 $ 3,936.00 37 3217.4306 Remove 24" Pvmt Marking 32 17 23 LF 500 $ 2.50 $ 1,250.00 38 3217.4307 Remove Raised Marker 32 17 23 EA 58 $ 1.00 $ 58.00 39 3232.0100 Conc Ret Wall Adjacent to Sidewalk 32 32 13 SF 1,096 $ 19.00 $ 20,824.00 40 3291.0100 Topsoil 32 91 19 CY 48 $ 55.00 $ 2,640.00 41 3292.0100 Block Sod Placement 32 92 13 SY 1,914 $ 5.00 $ 9,570.00 42 3292.0400 Seeding, Hydromulch 32 92 13 SY 3,106 $ 1.00 $ 3,106.00 43 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA I $ 2,900.00 $ 2.900.00 44 3305.0109 Trench Safety 13341.0103 33 05 10 LF 3,200 $ 2.00 $ 6,400.00 45 18"RCP, Class I11 33 41 10 LF 50 $ 114.00 $ 5,700.00 4G 33.11.0205 24" RCP. Class 111 33 41 10 LF 25 $ 208.00 $ 5,200.00 -17 3341.0302 30" RCP, Class IIl 33 41 10 LF 23 $ 240.00 $ 5,520.00 48 3349.6001 10' Recessed Inlet 1 33 49 20 1 EA I 2 1 $ 17,100.00 $ 34,200.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SI'P.CIFICATION DOCUMENTS - DtA'FLOI'FR AWARDED I'ROJF.CTS F,,,,,, vr„i",, Srplrmbr, 1, 2111$ 00.42 43_H,,i P,upusal_OAF 004243 DAP -AID PROPOSAL Page 5 u12 a SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlisl Item No. Description Specification Section No. Unit of Measure Bid Quantity i Unit Price Bid Value 49 3441.1001 3 -Sect Signal Head Assmbly 3441 10 EA 31 S 1,150.00 S 35,650.00 50 3441.1002 4 -Sect Signal Head Assmbly 3441 10 EA 3 S 1,300.00 $ 3,900.00 51 3441.1003 5 -Secs Signal Head Assmbly 3441 10 EA 2 $ 1,500.00 $ 3,000.00 52 3-141.1004 Relocate Signal Head 3441 10 EA 3 $ 500.00 S 1,500.00 53 3441.1011 Ped Signal Head Assmbly 3441 10 EA 24 $ 900.00 $ 21,600.00 54 3441.1021 2" Ped Push BTN Station W/ Sign 3441 10 EA 24 $ 403.00 S 9,672.00 55 3441.1031 Audible Pedestrian Pushbutton Station 3441 10 EA 24 $ 1,520.00 $ 36,480.00 56 3441.1215 Furnish/Install Hybrid Detection System 3441 10 ' APR 6 $ 9,600.00 S 57,600.00 57 3441.1217 Furnish/Install Hybrid Detection Cable 3441 10 LF 1,155 S 3.00 $ 3,465.00 58 3441.1224 Furnish/Install Preemption Cable 3441 10 LF 1,220 $ 1.25 I $ 1,525.00 59 3441.1226 Furnish/Install Model 722 Preemption Detector 3441 10 EA 5 $ 2,700.00 $ 13,500.00 60 3441.1310 4/C 14 AWG Multi -Conductor Cable I 3441 10 LF 1,415 $ 2.00 I $ 2,830.00 61 3.1.11.131 1 5/C 14 AWG Multi -Conductor Cable 3441 10 LF 2,495 S 2.00 $ 4,990.00 62 3441.1312 7/C 14 AWG Multi -Conductor Cable 3441 10 LF 815 S 2.00 $ 1.630.00 63 3441.1315 20/C 14 AWG Multi -Conductor Cable 3441 10 LF 1,535 S 5.00 $ 7,675.00 64 3441.1322 3/C 14 AWG Multi -Conductor Cable 3441 10 LF 5,015 S 1.00 S 5,015.00 65 3441.1402 NO 6 Duplex OH insulated Elec Condr 3441 10 LF 385 S 2.00 S 770.00 66 3441.1408 NO 6 Insulated Elec Condr 3441 10 LF 10,976 S 1.50 S 16,464.00 67 3.141.1409 NO 8 Insulated Elec Condr 3441 10 LF 1,635 S 1.50 $ 2,452.50 68 3441.1414 NO 8 Bare Flee Condr 3441 10 LF 2,460 S 1.50 $ 3,690.00 69 3-1-11,1501 Ground Box Type B 3441 10 EA 24 $ 900.00 $ 21,600.00 70 3441.1601 Furnish/Install 5' Pedestrian Push Button Pole I 3441 10 I EA 5 $ 1,030.00 I S 5,150.00 71 3441.1603 Furnish/Install 10' - 14' Ped Pole Assmbly 3441 10 EA 15 S 1,150.00 $ 17,250.00 72 3441.1611 Furnish/Install Type 41 Signal Pole 3441 10 EA 2 $ 5,500.00 $ 11,000.00 73 3441.1612 Furnish/Install Type 42 Signal Pole 3441 10 EA 2 S 4,700.00 $ 9,400.00 74 3441.1614 Furnish/Install Type 44 Signal Pole 34 41 10 EA 2 $ 5,900.00 $ 11,800.00 75 3441.1615 Furnish/Install Type 45 Signal Pole 34 41 10 EA I $ 9,600.00 $ 9.600.00 76 3441.1623 Furnish/Install Mast Arm 16' - 36' 34 41 10 EA 4 $ 2,800.00 $ 1 1,200.00 77 3441.1624 Furnish/Install Mast Arm 40' - 48' 3-14110 EA 2 S 4,000.00 $ 8,000.00 78 3441.1625 Furnish/Install Mast Amt 52' - 60' 3-141 10 EA I $ 5,600.00 $ 5,600.00 79 3441.1633 Install Type 33B Arm 34 41 20 EA 1 14 $ 370.00 1 $ 5,180.00 80 3441.1701 TY I Signal Foundation 34 41 10 EA 20 $ 1,200.00 $ 24,000.00 81 3.1.11.1703 TY 3 Signal Foundation 34 41 10 EA 5 $ 2,900.00 S 14,500.00 82 3441.1704 TY 4 Signal Foundation 34 41 10 EA 2 S 3,650.00 S 7,300.00 83 3441.1705 TY 5 Signal Foundation 34 41 10 EA I $ 4,300.00 S 4,300.00 84 3441.1713 Signal Cabinet Foundation - 352i 34 41 10 EA 2 $ 6,500.00 $ 13,000.00 85 3441.1741 Furnish/Install 352i Controller Cabinet Assembly 34 41 10 EA 2 S 24,400.00 S 48,800.00 86 3441.1772 Furnish/Install 240-480 Volt Single Phase Transocket Metered Pedestal 3441 20 EA I $ 8,000.00 $ 8,000.00 87 34.11.2001 Salvage Traffic Signal 34 41 13 EA 2 S 730.00 S 1,460.00 88 3441.3050 Furnish/Install LED Lighting Fixture 70 wall ATBO Cobra Head 3441 20 EA 15 $ 500.00 $ 7,500.00 89 3441.3052 Furnishilnstall LED Lighting Fixture H87 watl ATB2 Cobra Head 3441 20 EA 14 S 850.00 $ 11,900.00 90 3441.3302 Rdw Ilium Foundation TY 3,5,6, and 8 34 41 20 EA 14 $ 1,500.00 $ 21,000.00 91 3441.3342 Rdw Ilium TY 18 Pole 34 41 20 EA 14 $ 1,700.00 S 23,800.00 92 3441.4001 Furnish/Install Alum Sign Mast Arm Mount 34 41 30 EA 7 $ 550.00 S 3,850.00 93 3441.4108 Remove Sim Panel and Post 3-1 41 30 EA 2 $ 140.00 S 280.00 94 3441.4109 Remove Sign Panel 34 41 30 EA I $ 140.00 S 140.00 95 3441.4110 Remove and Reinstall Sign Panel and Post 34 41 30 EA 3 $ 250.00 $ 750.00 CITY or FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DFVELOITR AWARDED PROJECTS Furni Version September 1, 2015 (Si 42 43_Hid Prupusal_DAP 004243 DAP -HID PROPOSAL Page 6 o17 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Project Item Information Bidder's Application Bidder's Proposal Bidlist Item] No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 96 I344t.xxxX Furnish/Install VIVDS Cable 34 41 10 LF 685 $ 3.00 S 2,055.00 97 1344I.XXXX Furnish/Install VIVDS System 34 41 10 EA 2 ` S 2,750.00 $ 5,500.00 98 13441.XXXX Remove and Salval:e Illumination Fixture 1 34 41 XX EA 10 ` $ 120.00 $ 1,200.00 99 3471.0001 Traffic Control 3471 13 MO 6 $ 10,500.00 $ 63,000.00 100 3471.0002 Portable Message Sign 3471 13 WK 24 $ 212.00 $ 5.088.00 d 101 102 360-6003 CONC PVMT (CONT REINF - CRCP) (9") 360 SY 279 $ 175.00 $ 48,825.00 103 360-6027 CURB (TYPE 11) 360 LF 450 $ 11.00 S 4,950.00 104 1400-6005 CEM STABIL BKFL 400 CY I $ 120.00 $ 120.00 105 403-6001 TEMPORARY SPL SHORING 403 SF 4,168 S 32.00 $ 133,376.00 106 416-6018 DRILLED SHAFT (SIGN MTS) (24 IN) 416 LF 6 $ 465.00 $ 2,790.00 107 423-6001 RETAINING WALL (MSE) 423 SF 4,444 S 66.00 $ 293,304.00 108 .132-6046 RIPRAP (MOW STRIP)(5IN) 432 CY 12 $ 520.00 $ 6,240.00 109 450-6031 RAIL (TY C221)(HPC) 450 I LF 601 $ 233.00 $ 140,033.00 110 450-6048 RAIL (HANDRAIL) (TY B) 450 LF 3,575 $ 68.00 $ 243,100.00 III 465-6197 INLET (COMPL)(CURB)(TY 11)(5') 465 EA 2 $ 14,000.00 $ 28,000.00 112 465-6207 INLET (COMPL)(CURB)(TY 1)(10') 465 EA I $ 15,000.00 $ 15,000.00 113 531-6005 CURB RAMPS (TY 2) 531 EA 2 S 2,600.00 $ 5,200.00 11-1 531-6017 CURB RAMPS (TY 22) 531 EA I I $ 2,600.00 $ 2,600.00 115 685-6005 RELOCT RDSD FLSH BCN AM (SOLAR PWRD) 685 EA I S 5.000.00 $ 5,000.00 Total Bid $2,839,987.00 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUx1FNTS . DFVFLOI'FR A\1'AI(DFD I'I(OJFCTS Form Vrnion Scplcmbrr I. 21115 (111 1243 Hid Proposal DAP 0045 11 - I BIDDERS PREQUALIFICATIONS Page 1 of 3 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 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 31st 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 \ORTII American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101314 Revised April 2, 2014 0045 Ii -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 Prequalijication 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 \NORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101314 Revised April 2, 2014 004511-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 I d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 4 8 END OF SECTION CITY OF FORT \VORTIH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101314 Revised April 2, 2014 00 45 12 BID FORM Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Concrete Paving Construction/ Reconstruction (Less than Reyes Group Ltd. 10/1/2020 15,000 square yards). Roadway and Pedestrian Bean Electrical, Inc 3/12/2019 Lighting 0 0 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Reyes Group, Ltd. 1520 Parker Road Grand Prairie, TX 75050 0 Date: 11 • kti •\� END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 00 41 00_00 42 43_00 45 12_Bid Proposal Workbook xis 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 2 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 101314. Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Reyes Group Ltd. By: Marcos G. Reyes Company / ear Print) 1520 Parker Road Signature: Address Grand Prairie, TX 75050 Title: President City/State/Zip (Please Print) THE STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared Marcos G. Reyes , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of President of Reyes Group Ltd. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 13 eh_day of November , 2018. '"'•er,. BRENDATREJOS Notary ID #131319660 My Commission Expires ?, +� October 17, 2021 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 Notary Public in and for the St of Texas American Airlines Paving, Signals, & Street Lights City Project No. 101314 004S26-2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 2 of 2 END OF SECTION CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101314 Revised April 2, 2014 005243-I Developer Awarded Project Agreement Page I oF4 SECTION 00 52 43 AGREEMENT 3 THIS AGREEMENT, authorized onNovR Y `2Di► is made by and between the Developer, 4 American Airlines, Inc., authorized to do business in Texas ("Developer") , and Reyes Group 5 Ltd., authorized to do business in Texas, acting by and through its duly authorized representative, 6 ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 American Airlines Paving & Signal Improvements 16 Citv Proiect No. 101314 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. Construction for this project shall be 21 substantially completed by May 151, 2019, specifically the Trinity Boulevard westbound 22 right turn lanes between SH 360 and Post Oak. 23 3.2 Final Acceptance. 24 The Work will be complete for Final Acceptance within 117 calendar days after the date 25 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 26 City Conditions of the Construction Contract for Developer Awarded Projects. 27 3.3 Liquidated damages 28 Contractor recognizes that time is of the essence of this Agreement and that Developer 29 will suffer financial loss if the Work is not completed within the times specified in 30 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 31 the Standard City Conditions of the Construction Contract for Developer Awarded 32 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 33 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 34 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees 35 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 36 Developer one thousand Dollars ($1,000.00) for each day that expires after the time 37 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 38 Acceptance. CITY OF FORT WORTH American Airlines Paving, Signagc, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised June 16, 2016 005243 - Developer Awarded Project Agreement Page 1 o14 SECTION 00 52 43 AGREEMENT THIS AGREEM1NT, authorized on 3ANU 2-i,2oi is made by and between the Developer, American Airlines, Inc., authorized to do business in Texas ("Developer") , and Reyes Group Ltd., authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 American Airlines Paving & Signal Improvements 16 City Project No. 101314 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. Construction for this project shall be 21 substantially completed by May 1St, 2019, specifically the Trinity Boulevard westbound 22 right turn lanes between SH 360 and Post Oak. 23 3.2 Final Acceptance. 24 The Work will be complete for Final Acceptance within 117 calendar days after the date 25 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 26 City Conditions of the Construction Contract for Developer Awarded Projects. 27 3.3 Liquidated damages 28 Contractor recognizes that time is of the essence of this Agreement and that Developer 29 will suffer financial loss if the Work is not completed within the times specified in 30 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 31 the Standard City Conditions of the Construction Contract for Developer Awarded 32 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 33 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 34 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees 35 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 36 Developer one thousand Dollars ($1,000.00) for each day that expires after the time 37 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 38 Acceptance. CITY OF PORT WORTH American Airlines Paving, Signage, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 4 39 Article 4. CONTRACT PRICE 40 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 41 Documents an amount in current funds of two million, eight hundred thirty-nine thousand, nine 42 hundred eighty-seven dollars ($2,839,987.00). 43 Article 5. CONTRACT DOCUMENTS 44 5.1 CONTENTS: 45 A. The Contract Documents which comprise the entire agreement between Developer and 46 Contractor concerning the Work consist of the following: 47 1. This Agreement. 48 2. Attachments to this Agreement: 49 a. Bid Form (As provided by Developer) 50 1) Proposal Form (DAP Version) 51 2) Prequalification Statement 52 3) State and Federal documents (project specifrc) 53 b. Insurance ACORD Form(s) 54 c. Payment Bond (DAP Version) 55 d. Performance Bond (DAP Version) 56 e. Maintenance Bond (DAP Version) 57 f. Power of Attorney for the Bonds 58 g. Worker's Compensation Affidavit 59 h. MBE and/or SBE Commitment Form (If required) 60 3. Standard City General Conditions of the Construction Contract for Developer 61 Awarded Projects. 62 4. Supplementary Conditions. 63 5. Specifications specifically made a part of the Contract Documents by attachment 64 or, if not attached, as incorporated by reference and described in the Table of 65 Contents of the Project's Contract Documents. 66 6. Drawings. 67 7. Addenda. 68 8. Documentation submitted by Contractor prior to Notice of Award. 69 9. The following which may be delivered or issued after the Effective Date of the 70 Agreement and, if issued, become an incorporated part of the Contract Documents: 71 a. Notice to Proceed. 72 b. Field Orders. 73 c. Change Orders. 74 d. Letter of Final Acceptance. 75 76 CITY OF FORT WORTH American Airlines Paving, Signage, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 or4 77 Article 6. INDEMNIFICATION 78 6.1 Contractor covenants and agrees to indemnify, defend, and hold harmless, the City, its 79 officers, agents and employees from and against any and all claims, suits or causes of 80 action of any nature whatsoever, whether real or asserted, brought for or on account 81 of any injuries or damages to persons or property, including death, resulting from or 82 in any way connected with the construction of the infrastructure contemplated herein, 83 whether or not such injuries, death or damages are caused, in whole or in part, by the 84 alleged negligence of the City of Fort Worth, its officers, servants, or employees, 85 except that if in the event of concurrent negligence of the Developer and the City, 86 responsibility and indemnity shall be apportioned in accordance with the laws of the 87 State of Texas, without waiving any governmental immunity available to the City or 88 Developer under Texas Law and without waiving any defenses available to the City or 89 Developer under Texas Law. 90 91 6.2 Contractor covenants and agrees to indemnify and hold harmless the City, for any 92 losses, damages, costs or expenses suffered by the City or caused as a result of 93 Contractor's failure to complete the work and construct the improvements in a good 94 and workmanlike manner, free from defects, in conformance with the Policy for the 95 Installation of Community Facilities, and in accordance with all plans and 96 specifications. 97 98 Article 7. MISCELLANEOUS 99 7.1 Terms. 100 Terms used in this Agreement are defined in Article I of the Standard City Conditions of 101 the Construction Contract for Developer Awarded Projects. 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 Developer. 105 7.3 Successors and Assigns. 106 Developer 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 DEVELOPER 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 American Airlines Paving, Signage, R. Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised June 16, 2016 005243-4 Developer Awarded Project Agreement Page 4 of4 118 120 121 122 123 124 125 126 127 128 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractor: Reyes Group Ltd. Developer: American Airlines, Inc. B B _ gnatu e) i ure Marcos G. Reyes Timothy Skipworth Vice President - Airport Affairs & Facilities President (Printed Name) (Printed Name) Title: Reyes Group Ltd. Company Name: Address: 1520 Parker Road Grand Prairie, TX 75050 City/State/Zip: 1.2 .Icl Date Title: Company name: Address: _A/1ER1t✓AA/ 4 L -r rl: 4333 4/" ,v CA1ZTG2 13W p. _FGRr L,ogrL+ 1. TX 76155 City/State/Zip: t / z91 Z019 Date CITY OF FORT WORTH American Airlines Paving, Signage, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised June 16, 2016 00 62 13. 1 PERFORMANCE BOND Page 1 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 SECTION 00 62 13 Bond# 106997589 PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Reyes Group, Ltd. , known as "Principal" herein and Travelers Casualty and Surety Company ate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, American Airlines, Inc. , authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, two million, eight hundred thirty-nine thousand, nine hundred eighty-seven Dollars ($2,839,987.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number ;and 19 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 20 8�h day 20 j , which Contract is hereby referred to and made a part hereof for 21 all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories 22 defined by law, in the prosecution of the Work, including any Change Orders, as provided for in said 23 Contract designated as American Airlines Paving & Signal Improvements. 24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall 25 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the 26 Work, including Change Orders, under the Contract, according to the plans, specifications, and contract 27 documents therein referred to, and as well during any period of extension of the Contract that may be 28 granted on the part of the Developer and/or City, then this obligation shall be and become null and void, 29 otherwise to remain in full force and effect. 30 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant 31 County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. CI FY OF FORT WORTI I American Airlines Paving, Signals, & Street Lights STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised January 31, 2012 0062 13- 2 PERFORMANCE BOND Page 2 of 3 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas 2 Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the 3 provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this 5 instrument by duly authorized agents and officers on this the 8th day of November 20 6 18 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 ATTEST: (Prcipal) Secretary Witness as to Principal PRINCIPAL: Reyes Group, Ltd. 'sL iS . ICeaps — Name and Title Address: 1520 Parker Road Grand Prairie, TX 75050 SURETY: Travelers Casualty and Surety Company of America BY:����L� Signature Courtney A. Flaska, Attorney In Fact CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised January 31, 2012 006213-3 PERFORMANCE BOND Page 3 of 3 1 2 3 4 5 7 Witness as to Surety 8 9 10 11 *Note 12 13 14 15 16 Name and Title Address: One Tower Square Hartford, CT 06183 Telephone Number: (800)747-3719 If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised January 31, 2012 006214-1 PAYMENT BOND Page 1 o13 1 SECTION 00 62 14 Bond# 106997589 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Reyes Group, Ltd. , known as "Principal" 8 herein, and Travelers Casualty and Surety Company of America , a corporate surety ( or 9 sureties if more than one), duly authorized to do business in the State of Texas, known as "Surety" herein 10 (whether one or more), are held and firmly bound unto the Developer, American Airlines, Inc., authorized 11 to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), 12 in the penal sum of two million, eight hundred thirty-nine thousand, nine hundred eighty-seven dollars 13 ($2,839,987.00),, lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for 14 the payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees, 15 we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly 16 by these presents: 17 WHEREAS, Developer and City have entered into an Agreement for the construction of 18 community facilities in the City of Fort Worth, by and through a Community Facilities Agreement, CFA 19 Number ;and 20 WHEREAS, Principal has entered into a certain written Contract with Developer, awarded the 21 S -day of NpVP_M\Ofe , 20 , which Contract is hereby referred to and made a 22 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other 23 accessories as defined by law, in the prosecution of the Work as provided for in said Contract and 24 designated as American Airlines Paving & Signal Improvements. 25 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall 26 pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas 27 Government Code, as amended) in the prosecution of the Work under the Contract, then this obligation 28 shall be and become null and void; otherwise to remain in full force and effect. 29 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas 30 Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the 31 provisions of said statute. CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised January 31, 2012 006214-2 PAYMENT BOND Page 2 of 3 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 8th day of November 3 2018 . 4 PRINCIPAL: Reyes Group, Ltd. ATTEST: BY: Si nature (P Incipal) Secretary Witness as to Principal Mc. 0 S C1• 1`CNi�S - , .'d 1 -- Name and Title Address: 1520 Parker Road Grand Prairie, TX 75050 SURETY: Travelers Casualty and Surety Company of America A F: BY: A. WITNESS: Signature Courtney A. Flaska, Attorney In Fact (Surety) Secretary Name and Title Address: One Tower Square, Hartford, CT 06183 CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised January 31, 2012 006214-3 PAYMENT BOND Page 3 of 3 62. c L Witness as to Surety Telephone Number: (800) 747 - 3719 2 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws 3 showing that this person has authority to sign such obligation. If Surety's physical address is different from 4 its mailing address, both must be provided. 6 The date of the bond shall not be prior to the date the Contract is awarded. 7 END OF SECTION CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised January 31, 2012 006219-1 MAINTENANCE BOND Page l of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1c 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 W SECTION 00 62 19 MAINTENANCE BOND Bondti 106997589 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we Reyes Group, Ltd. , known as "Principal" Travelers Casualty and Surety Company of America herein and __ _ _ , a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, American Airlines, Inc., authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of two million, eight hundred thirty-nine thousand, nine hundred eighty-seven dollars ($2,839,987.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by 1{.., ..rte u.we prweuw. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number ;and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded theZ hday of _NOQQVmlbQ.c 20 l , which Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting from a duly authorized Change Order (collectively herein, the "Work") as provided for in said Contract and designated as American Airlines Paving & Signal Improvements; and WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No 101314 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page2of4 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 2 receiving notice fi•om the Developer and/or City of the need thereof at any time within the Maintenance 3 Period. 4 5 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any 6 defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to 7 the City, then this obligation shall become null and void; otherwise to remain in full force and effect. 9 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed 10 defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be 11 repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety 12 under this Maintenance Bond; and 13 14 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant 15 County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; 16 and 17 18 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive 19 recoveries may be had hereon for successive breaches. 20 21 CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Prujecl No I013I4 Revised January 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 4 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument 2 by duly authorized agents and officers on this the 8th day of November 3 ---, 2018 4 5 6 7 8 9 10 11 12 13 14 15 16 17 ATTEST: (Prcipal) Se retary 18 nn 19 20 Witness as to Principal 21 22 23 24 25 26 27 28 29 }AcTiTtkff'x 30 PRINCIPAL: Reyes Group, Ltd. Name and Title Address: 1520 Parker Road Grand Prairie, TX 75050 SURETY: Travelers Casualty and Surety Company of America BY: Signature CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Courtney A. Flaska, Attorney In Fact Name and Title American Airlines Paving, Signals, & Street Lights City Project No. 101314 006219-4 MAINTENANCE BOND Page 4 of 4 1 2 3 4 5 6 (Surety) Secretary L(9- n' 1, Witness as to Surety 7 *Note 8 9 10 11 12 Address: One Tower Square Hartford, CT 06183 Telephone Number: (800) 747-3719 If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised January 31, 2012 Surety Company Acknowledgement STATE OF ILLINOIS COUNTY OF COOK SS: On this 8th day of November, 2018, before me personally appeared Courtney A. Flaska , to me known, who, being by me duly sworn, did depose and say: that (s)he resides at Schaumburg, Illinois, that (s)he is the Attorney in Fact of Travelers Casualty and Surety Company Of America, the corporation described in and which executed the annexed instrument; that (s)he knows the corporate seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation; that (s)he signed his/her name thereto by like order; and that the liabilities of said corporation do not exceed its assets as ascertained in the manner provided by law. Ar- i ;4LLI`, tee 'V,4 - Notary Public in and for the above county and State My Commission Expires: 08/08/22 "OFFICIAL SEAL" Kathy R. McGreevy NOTARY PUBLIC, STATE OF ILLINOIS My Commission Expires 08/08/22 Travelers Casualty and Surety Company of America �► Travelers Casualty and Surety Company TRAVELERS J St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Courtney A. Flaska of Schaumburg, Illinois, their true and lawful Attorney -in -Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory 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, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 3rd day of February, 2017. �1%bw "ry� OJpItY A,yp �� 00<Y1. @ HARTFORD, Oa�loruH coHH. g s+x State of Connecticut By: -fT�v' City of Hartford ss. Robert L. Raney, Se for Vice President On this the 3rd day of February, 2017, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, t hereunto set my hand and official seal. c'h My Commission expires the 30th day of June, 2021 1 TAq r(l U1V-.4. C :�L4 * ,s��to * Mane C. Tetreault, Notary Public s This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 8th day of November , 2018 E y'� eJ*.tY Axo 0 U4 9 s _ c.- 1Kevin E. Hughes, Assi Cant Secretary To verify the authenticity of this Power of Attorney, please cal/ us at 1-800-421-3880. Please refer to the above -named Attorney -in -Fact and the details of the bond to which the power is attached. 007300-I SUPPLEMENTARY CONDITIONS Page I of 6 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 7 Supplementary Conditions 8 9 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other 10 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 11 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 12 of the General Conditions which are not so modified or supplemented remain in full force and effect. 13 14 Defined Terms 15 16 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 17 meaning assigned to them in the General Conditions, unless specifically noted herein. 18 19 Modifications and Supplements 20 21 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 22 other Contract Documents. 23 24 SC -3.03B.2, "Resolving Discrepancies" 25 26 Plans govern over Specifications. 27 28 SC -4.01A 29 30 All proposed improvements outside of existing ROW on the north side of Trinity Blvd and east side of 31 American Blvd has been accepted for construction via a license agreement between American Airlines, inc. 32 and the City of Fort Worth. Contractor shall place orange construction fencing (or silt fence as applicable) 33 at all locations marked on the plans "Limits of Disturbance". 34 35 SC-4.0IA. I., "Availability of Lands" 36 37 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of 38 October 4, 2018: 39 40 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION 41 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 42 and do not bind the City or Developer. 43 44 If Contractor considers the final easements provided to differ materially from the representations on the 45 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 46 notify City or Developer's Project Representative in writing associated with the differing easement line 47 locations. CITY OF FORT \NORTH American Airlines Paving, Signals, & Sired l Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101314 Revised January 22, 2016 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 6 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 31 32 33 34 SC -4.01 A.2, "Availability of Lands" Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of October 4, 2018. EXPECTED UTILITY AND LOCATION OWNER TARGET DATE OF ADJUSTMENT Oncor Overhead Electric / American Blvd / Post Oak 2/1/19 AT&T/Zayo UG Fiber/WB Trinity - Sta. 81+50 to 105+75 1/1/19 AT&T/Zayo UG Fiber / WB Trinity - Sta. 81+50 to 107+00 1/1/19 AT&T/Zayo UG Fiber / WB Trinity - Sta. 94+75 to 100+00 1/1/19 AT&T/Zayo UG Fiber / WB Trinity - Sta. 101+50 to 105+75 1/1/19 Level 3 UG Fiber/ WB Trinity - Sta. 106+50 to 108+75 1/1/19 Oncor UG Electric / WB Trinity - Sta. 108+25 to 108+75 2/1/19 Level 3 UG Fiber / WB Trinity - Sta. 101+50 to 106+00 1/1/19 Level 3 UG Fiber / EB Trinity - Sta. 91+25 1/1/19 Level 3 UG Fiber / EB Trinity - Sta. 92+25 1/1/19 Level 3 UG Fiber / EB Trinity - Sta. 92+25 1/1/19 Level 3/Spectrum UG Fiber / EB Trinity - Sta. 104+75 to 107+25 1/1/19 TxDOT UG Electric/ EB Trinity - Sta. 106+25 to 107+25 1/1/19 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City or Developer. SC -4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: A Geotechnical Investigation Report No. 18-22721, dated August 27, 2018, prepared by Rone Engineering. a sub -consultant of Pacheco Koch a consultant of the City and/or Developer, providing information on proposed pavement structure. An addendum to this Geotechnical Investigation was issued on October 12, 2018. A SUE which is contiguous to the site of the Work dated August 28, 2018, prepared by Rios, a consultant of the City and/or Developer is provided in the Appendix of this contract document. SC -4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: [NONE] SC -5.03A., "Certificates of Insurance" The Certificate Holder shall be the Developer. The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City CITY OF FORT 1VORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101314 Revised January 22, 2016 0073 00 -3 SUPPLEMENTARY CONDITIONS Page 3 of 6 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 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 (2) Consultant: None (3) Other: None SC -5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC -5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC -5.04A. Statutory limits Eniployer•s liability $100,000 each accident/occurrence $100,000 Disease - each employee $500,000 Disease - policy limit SC -5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC -5.04B. Contractor's Liability Insurance under Paragraph GC -5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC -5.04C. Contractor's Liability Insurance under Paragraph GC -5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person / $500,000 Bodily Injury per accident / $100,000 Property Damage -x:$48:; ""taete's4 ee" T e-Gefft aetyr'$eenst ueEie#i-aetk,i ies-wig requife +tseH l}ej+ees BgeHt�3 �lilie6iitiftete s, egtti ?+newtsaHd e ia1-dcliveties-4e-etas-railroad roperties-e-t+eekNBN€* CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 American Airlines Paving, Signals, & Street Lights City Project No. 101314 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 6 1 ThCCeHtFaeter -eei d iet•its opera tieii .eti-railreed-�repef-Eiea4m seen-a•teet ••as -*e • e-+mteffefe-with; 2 hidei&fttiet-thc m ilroad-eet pany in -at -t tie atseevef-•+p-4+ietiseef-operatiert-a€+tsfthcir4Fai+js 3 eF-ether- roperty. Sueh-epeen-+ai1Fead prepeities-may-require-+iat-Ce+�treete •te-e;<eettte••a"Rig#tef 4 € itFy-AgfeeHiettt' -with-the pat4e&ariailroad eei}Tpalfi�eF eepfHte9 itwelyed, •ai4-te-thts-en4-the 5 at'd paFe4•te-e*eeite 6 the ig-a€-eHtr (if -any`)-Fequired43y-a-Fa+lfead-eempany. T-he-rcquiFements-spee•hied-lieFei +ilteEvise--Felate 7 to the Ce+ttFaeteF's�tse s€}gym-ware-aH&e�•eeftstruettett tteeess Fends eFess+Hg sa id fai lFead eeH efty's 8 pFepefies. 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 The CeittFaettia�+l+t�+ eeefagee�ti iFed-RafagFaph x:94 Be€the 6eHeFa1 Cettd+tiens shafl-pFevide ee,ve age-feF ajarlesstltattthe€elleviingatjietrts;+snared-byeettipaftiessat13€aetor te-theGityaHd-te-the �e+lfeed-Cet�paw¢••#eF••a-te�Ht•-tljat-eettti•Hoes•€eF-se-•lettg-as-theEe+�traetet•'�epeFatietis •eHd•lt-err, eeetipy, er- tetteh-f-a4 ad-pFepefty: (1) Geiieiel-Agg e f2}-€,aeh- Oeetirrefee -, erytttreet!-fsr lM?C—n+rfef--refierytrricdfn-t-Coi;Nvtef -ith espeet to the shave etitl+Hed +HstiFaijee vegtttfeHiet}ts-tlte €ollawing-shall gevei - -l— heFe--a�iftg4e-failfeed eeiepany is -+awe a the—efttFaete steall pre'¼4de ene+HsttFaHee peliey +H• the-+gate€lie Fa+lfead eeHjpat}y-#etve�+et-+�H3eFe-than-ette-grade-sepefetieft-eF-at-glade eFossifg- mios--a€€eeted-43y-the-Projeet-at-entiie1•y-sepaFate leeatietts on-the--litre-ei--liftes-e€-the-sage Fai+Fead eeHfpafty sepefate-ee-eePage-H{ayk3,e-fegftifed; eaeh4ii-the-aieettitt-state4.ftbeae: 3.—Whefe-f iefe-than etie FailFead eetepatiy +s opera eH-the sa+ +fight a€ �vay eF �vlieFe se�+eFel fFti4fead-eempafties-ale-ittvolvcd--ettd-epeFated--eH-theirewH sepa ate sights of via he Cent aete nifty 43e-fepuiFed-te--pfevide-separate4Hsuranee pelieies +tt the ftaHje eeeh failfead-eef paf : -fiat-additien-te-a-glade Separation eF-aH-at-glade-erasing,-etheefk-eF•aeti ity+s propesed-eH•a f-e4ead--eofepaHy'$ rig�lte fly aF&-4eeatieH-eHtifely 3epafate-�FeH the-gFade-3ep rattett-eF-$t^ glade-efessi g;+H. eeverage-4 -this v, fk-must-13e-+Heluded•+H-the peaiey eeveF+ttg-thegrade sepaFatieH: 4:-l-fte-gtade-leper-atieti-+s-+ttvelved-hutetfieF tr+et'k is-prepesed-eH-a-Fai+Feed-eempaHy'a+ig+tt•&f- way'$ll-stteh at}fer viefle H�ayk�e eaveFed4H--a-9•iftg•1e•-peliey-€or that aitd even4heugh-the-walk Htay-be-at-twe-of-taore separate leeatians. Foie-wark-eF aetiv-ities en a -m -Ore" -ea nipafty'a�p e efty-te-+fie-peffafined-k-y-the-Cefttraete r• •shall -49e eeniHjeHeed ttHtil the CefttFaeteF+ins Wished theeity itlraFrett fiat pelicy- eF-pelieies e€the+HsuFaHee 4;Ew-eaeh-Failfead compy-+tafed, as-fequtred-alje;re--411-sueh-insuranee-Htu*be-appret+ed +ay-the-€ity-nti eaeh-affeeted-Railroad Cetapaf}y pFieF to t}te EeHtraete a+iegiftH+ug• af6 The4HsuFettee speei€red aHe�+e Haut �e eeFFted futtil alleFIF to 1�e peFferteed eH the fa+lFead Fight a€ may 1ta -4 eeH-eetiipieted-atd4lie-glade eresstng,-+€atty; +s-fje-longer ttsed-by-the-Eetttraete -. frt additieti +Hsur0Fiee Hjttst kie-eaii ied-dutittg-all-n1a+Htenattee a+id'eF FepeF tveFlt peFfeFHjed +H the FatlFead +iglu of -may: Sueh-+Hsufafee-Hi}}sf-fiaf ie-t e mail road eeftlpftn as the +H9HFe4,-tegetheF with aH teftaftt eF lessee -e€ -the F8t1Fed eet3ipafij+apeFatifi-$veF-traelf3-fHVal cd-tH-the•Projeet- SC-6.04., "Project Schedule" Project schedule shall be tier 3 for the project. CITY OF FORT NORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101314 Revised January22, 2016 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 6 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 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 SC -6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: 2013 Prevailing Wage Rates (Heavy and Highway Construction Projects) as found in the Appendix of this contract or reference Buzzsaw at: Resources/02-Construction Doctunenis/ Specifications/Div 00 -General Conditions/CFW Horizontal Wage Rate Tahle..pdf> SC -6.09., "Permits and Utilities" SC -6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 1. Street Use Permit for Traffic Control SC -6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: 1. Floodplain Development Permit 2. Ti:DOT Permit will he provided to contractor at Pre -Construction Meeting. SC -6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of October 4, 2018: Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION NONE SC -6.24B., "Title VI, Civil Rights Act of 1964 as amended" OMITTED SC -7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority NONE SC -8.01, "Communications to Contractor" OMITTED CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 American Airlines Paving, Signals, & Street Lights City Project No. 101314 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 6 9 10 11 12 13 14 15 16 17 SC -9.01., "Developer's and City's Project Managers" The Developer's Project Representative is Pacheco Koch. The City's Project Manager for this Contract is Debbie Willhelm, PE, or his/her successor pursuant to written notification from the Director of Transportation and Public Works SC-I3.03C., "Tests and Inspections" This project will require TDLR Inspection. Developer's Project Representative will contact TDLR upon completion of'sidewalks/hamps. SC -16.01C.1, "Methods and Procedures" OMITTED END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 American Airlines Paving, Signals, & Street Lights City Project No. 101314 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article I — Definitions and Terminology..........................................................................................................1 1.01 Defined Terms............................................................................................................................... l 1.02 Terminology.................................................................................................................................. 5 Article2 — Preliminary Matters......................................................................................................................... 6 2.01 Before Starting Construction........................................................................................................ 6 2.02 Preconstruction Conference.......................................................................................................... 6 2.03 Public Meeting.............................................................................................................................. 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards.....................................................................................................................6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 Article4 — Bonds and insurance....................................................................................................................... 7 4.01 Licensed Sureties and Insurers..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7 4.03 Certificates of insurance............................................................................................................... 7 4.04 Contractor's insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace........................................................... 12 Article 5 — Contractor's Responsibilities........................................................................................................ 12 5.01 Supervision and Superintendent................................................................................................. 12 5.02 Labor; Working Hours................................................................................................................ 1 3 5.03 Services, Materials, and Equipment........................................................................................... 13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) .....................................16 1 6 5.07 Concerning Subcontractors, Suppliers, and Others...................................................................16 5.08 Wage Rates.................................................................................................................................. 18 5.09 Patent Fees and Royalties........................................................................................................... 1 9 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas.......................................................................................................19 5.12 Record Documents...................................................................................................................... 20 5.13 Safety and Protection.................................................................................................................. 21 5.14 Safety Representative.................................................................................................................21 5.15 Hazard Communication Programs............................................................................................. 22 5.16 Submittals.................................................................................................................................... 22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification...........................................................................................................................24 5.19 Delegation of Professional Design Services.............................................................................. 24 5.20 Right to Audit: ............................................................................................................................25 5.21 Nondiscrimination......................................................... .................25 ............................................. Article 6 — Other Work at the Site...................................................................................................................26 6.01 Related Work at Site....................................................................................... ............................26 Article 7 — City's Responsibilities...................................................................................................................26 7.01 Inspections, Tests, and Approvals.............................................................................................. 26 7.02 Limitations on City's Responsibilities.......................................................................................26 7.03 Compliance with Safety Program...............................................................................................27 Article 8 — City's Observation Status During Construction...........................................................................27 8.01 City's Project Representative.....................................................................................................27 8.02 Authorized Variations in Work.................................................................................................. 27 8.03 Rejecting Defective Work.......................................................................................................... 27 8.04 Determinations for Work Performed..........................................................................................28 Article9 — Changes in the Work.....................................................................................................................28 9.01 Authorized Changes in the Work............................................................................................... 28 9.02 Notification to Surety..................................................................................................................28 Article 10 — Change of Contract Price; Change of Contract Time................................................................ 28 10.01 Change of Contract Price............................................................................................................28 10.02 Change of Contract Time............................................................................................................28 10.03 Delays.......................................................................................................................................... 28 Article 11 — Tests and Inspections; Correction, Removal or Acceptance of Defective Work......................29 11.01 Notice of Defects........................................................................................................................ 29 11.02 Access to Work...........................................................................................................................29 1 1.03 Tests and Inspections.................................................................................................................. 29 11.04 Uncovering Work....................................................................................................................... 30 11.05 City May Stop the Work.............................................................................................................30 11.06 Correction or Removal of Defective Work................................................................................30 11.07 Correction Period................................................................ ... 30 ..................................................... 11.08 City May Correct Defective Work............................................................................................. 31 Article12 — Completion.................................................................................................................................. 32 12.01 Contractor's Warranty of Title...................................................................................................32 12.02 Partial Utilization........................................................................................................................32 12.03 Final Inspection........................................................................................................................... 32 12.04 Final Acceptance......................................................................................................................... 33 Article 13 — Suspension of Work.................................................................................................................... 33 13.01 City May Suspend Work............................................................................................................33 Article14 — Miscellaneous..............................................................................................................................34 14.01 Giving Notice.............................................................................................................................. 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.02 Computation of Times................................................................................................................ 34 14.03 Cumulative Remedies................................................................................................................. 34 14.04 Survival of Obligations...............................................................................................................35 14.05 Headings...................................................................................................................................... 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- I Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page I of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsartw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) ---A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make lip the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement c. Current Prevailing Wage Rates Table (if required by City) d. insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions I. Supplementary Conditions m. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings p. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day — A day, unless otherwise defined, shall paean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas per forming professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the city to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project fiends, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor; Developer; and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be pei fo7ned under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7.00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 0-4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Worlc is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor —An individual or entity having a direct contract With Contractor or with any other Subcontractor, for the performance of a part of the Work at the Site. 35. Submittals —All drmtwings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by contractor or Subcontractor. 39. Underground Facilities —All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9.00 a.m. and ending at 5.00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of per forming or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order; and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2— PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3— CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Doctnnents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non -Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4— BONDS AND INSURANCE 4.01 Licensed Sureties and Insures All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 I. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 •f 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- I 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page II of 35 1) $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: Write the name of the railroad company. (If none. then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence: : Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5- CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor, Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A. 1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: I. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by therm from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ® Required for this Contract. ❑ Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved • An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained • The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER A WARDED PROJECTS Revised: January 10, 2013 0073 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page I9 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, contractor shall indemnifi' and hold harmless City, fi•om and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CITY CONDITIONS -DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures. Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. Citv's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS -- DEVELOPER AWARDED PROJECTS Revised: January 1 (1. 2013 0073 10-24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10,2013 0073 10-25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 - OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7— CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8— CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinations for Work Per formed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9— CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 o135 ARTICLE 11- TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 0. 2013 0073 10-30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 1 1.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 1 1.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 1 1.09. ARTICLE 12 — COMPLETION 12.01 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 - SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 —MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 011100-I DAP SUMMARY OF WORK Page 1 of3 1 2 3 PARTI- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 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 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work I. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 101314 Revised December 20, 2012 01 1100-2 DAP SUMMARY OF \YORK 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 \NORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 101314 Revised December 20, 2012 01 11 00-3 DAP SUMMARY OF WORK Page 3 of3 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 INOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING INOT USED] 7 1.11 FIELD (SITE] CONDITIONS INOT USED] 8 1.12 WARRANTY INOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION INOT USED] END OF SECTION 12 Revision Log DATE NAME I SUMMARY OF CHANGE 13 CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 101314 Revised December 20, 2012 012500-I DAP SUBSTITUTION PROCEDURES Page I of 4 1 SECTION 01 25 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 I 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 I — 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. No 22 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 catalog 31 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 VORT1I American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 01 2500-2 DAP 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, if a reduction in cost or time results, it will 46 be documented by Change Order. CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 1 4. Substitution will be rejected if: 2 a. Submittal is not through the Contractor with his stamp of approval 3 b. Request is not made in accordance with this Specification Section 4 c. In the Developer's opinion, acceptance will require substantial revision of the 5 original design 6 d. In the City's or Developer's opinion, substitution will not perform adequately 7 the function consistent with the design intent 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS INOT USED] 9 1.7 CLOSEOUT SUBMITTALS INOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS ]NOT USED] 11 1.9 QUALITY ASSURANCE 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: I . Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING ]NOT USED] 1.11 FIELD ]SITE] CONDITIONS NOT USED] 1.12 WARRANTY INOT USED] PART 2- PRODUCTS ]NOT USED] PART 3- EXECUTION ]NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT \NORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 1 2 3 4 5 6 7 8 9 10 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: — DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM II Proposed Substitution: 12 Reason for Substitution: 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended Received late By -- Date Remarks Date Rejected CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 01 31 19-I DAP PRECONSTRUCTION MEETING Page I of 3 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 3119 PRECONSTRUCTION MEETING 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. No construction schedule required unless requested by the City. 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 I — 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 INOT USEDI 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. if recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER A\YARDED PROJECTS City Project No. 101314 Revised August 30, 2013 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 31 32 33 34 35 36 37 38 39 40 013119-2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material I. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 013119-3 DAP 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] END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 013120-I DAP PROJECT MEETINGS Page I of 3 I SECTION 01 31 20 2 PROJECT MEETINGS 3 PARTI- 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 SNOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised July 1, 201 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 31 32 33 34 35 36 37 38 39 40 41 42 43 013120-2 DAP PROJECT MEETINGS Page 2 of 3 e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised July 1, 201 1 013120-3 DAP PROJECT MEETINGS Page 3 of 3 1 1.5 SUBMITTALS INOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS INOT USED] 3 1.7 CLOSEOUT SUBMITTALS INOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED] 5 1.9 QUALITY ASSURANCE INOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING INOT USED] 7 1.11 FIELD ]SITE] CONDITIONS ]NOT USED] 9 1.12 WARRANTY INOT USED] 9 PART 2 - PRODUCTS INOT USED] 10 PART 3- EXECUTION ]NOT USED] END OF SECTION 12 Revision Log DATE NAME I SUMMARY OF CHANGE 13 CITY OF FORT \'NORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 111314 Revised July 1, 201 1 013216-I DAP CONSTRUCTION PROGRESS SCHEDULE Page I of 5 I SECTION 01 32 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PARTI- 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 I — 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 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Definitions 1. Schedule Tiers a. Tier 1 - No schedule submittal required by contract. Small, brief duration projects b. Tier 2 - No schedule submittal required by contract, but will require some milestone dates. Small, brief duration projects c. Tier 3 - Schedule submittal required by contract as described in the Specification and herein. Majority of City projects, including all bond program projects d. Tier 4 - Schedule submittal required by contract as described in the Specification and herein. Large and/or complex projects with long durations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental entity e. Tier 5 - Schedule submittal required by contract as described in the Specification and herein. Large and/or very complex projects with long durations, high public visibility 1) Examples might include a water or wastewater treatment plant 2. Baseline Schedule - Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from the schedule. 3. Progress Schedule - Monthly submittal of a progress schedule documenting progress on the project and any changes anticipated. CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER A\YARDED PROJECTS City Project No. 101314 Revised July 1, 2011 013216-2 DAP 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 American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised July 1, 2011 01 32 16 - 3 DAP 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 \NORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER A\VARDED PROJECTS City Project No. 101314 Revised July 1, 2011 013216-4 DAP CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 I c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time, will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts, the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors, the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases, the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera (P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City, no further progress schedules are required. CITY OF FORT \NORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised July 1, 201 1 013216-5 DAP 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 USEDI 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 USEDI 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 American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised July 1, 201 1 013233-I DAP PRECONSTRUCTION VIDEO Page 1 of 2 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 01 32 33 PRECONSTRUCTION VIDEO 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. Though not mandatory, it is highly recommended on infill developer projects. 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 I — 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 American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 013233-2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3- EXECUTION SNOT USED END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 013300-1 DAP SUBMI7TALS Page 1 of 12 1 2 3 PART I- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: SECTION 01 33 00 DAP SUBMITTALS 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 I — 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. CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 12 1 2 3 4 5 6 II 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9 -character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A -Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 12 1 2) 08 is the eighth initial submittal under this Specification Section 2 3) B is the third submission (second resubmission) of that particular shop 3 drawing 4 C. Contractor Certification 5 1. Review shop drawings, product data and samples, including those by 6 subcontractors, prior to submission to determine and verify the following: 7 a. Field measurements 8 b. Field constriction criteria 9 c. Catalog numbers and similar data 10 d. Conformance with the Contract Documents 11 2. Provide each shop drawing, sample and product data submitted by the Contractor 12 with a Certification Statement affixed including: 13 a. The Contractor's Company name 14 b. Signature of submittal reviewer 15 c. Certification Statement 16 1) "By this submittal, I hereby represent that I have determined and verified 17 field measurements, field construction criteria, materials, dimensions, 18 catalog numbers and similar data and I have checked and coordinated each 19 item with other applicable approved shop drawings." 20 D. Submittal Format 21 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 '/2 inches x 11 inches. 22 2. Bind shop drawings and product data sheets together. 23 3. Order 24 a. Cover Sheet 25 1) Description of Packet 26 2) Contractor Certification 27 b. List of items / Table of Contents 28 c. Product Data /Shop Drawings/Samples /Calculations CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 12 1 E. Submittal Content 2 1. The date of submission and the dates of any previous submissions 3 2. The Project title and number 4 3. Contractor identification 5 4. The names of: 6 a. Contractor 7 b. Supplier 8 c. Manufacturer 9 5. Identification of the product, with the Specification Section number, page and 10 paragraph(s) 11 6. Field dimensions, clearly identified as such 12 7. Relation to adjacent or critical features of the Work or materials 13 8. Applicable standards, such as ASTM or Federal Specification numbers 14 9. Identification by highlighting of deviations from Contract Documents 15 10. Identification by highlighting of revisions on resubmittals 16 11. An 8 -inch x 3 -inch blank space for Contractor and City stamps 17 F. Shop Drawings 18 1. As specified in individual Work Sections includes, but is not necessarily limited to: 19 a. Custom -prepared data such as fabrication and erection/installation (working) 20 drawings 21 b. Scheduled information 22 c. Setting diagrams 23 d. Actual shopwork manufacturing instructions 24 e. Custom templates 25 f. Special wiring diagrams 26 g. Coordination drawings CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 12 1 h. Individual system or equipment inspection and test reports including: 2 1) Performance curves and certifications 3 i. As applicable to the Work 4 2. Details 5 a. Relation of the various parts to the main members and lines of the structure 6 b. Where correct fabrication of the Work depends upon field measurements 7 1) Provide such measurements and note on the drawings prior to submitting 8 for approval. 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) I) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 12 1 K 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 H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work 1. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 12 1 b) If Contractor requires more than I hard copy of Shop Drawings 2 returned, Contractor shall submit more than the number of copies listed 3 above. 4 c. Product Data 5 1) Upload submittal to designated project directory and notify appropriate 6 City representatives via email of submittal posting. 7 2) Hard Copies 8 a) 3 copies for all submittals 9 d. Samples 10 1) Distributed to the Project Representative 11 2. Hard Copy Distribution (if required in lieu of electronic distribution) 12 a. Shop Drawings 13 1) Distributed to the City 14 2) Copies 15 a) 8 copies for mechanical submittals 16 b) 7 copies for all other submittals 17 c) If Contractor requires more than 3 copies of Shop Drawings returned, 18 Contractor shall submit more than the number of copies listed above. 19 b. Product Data 20 1) Distributed to the City 21 2) Copies 22 a) 4 copies 23 c. Samples 24 1) Distributed to the Project Representative 25 2) Copies 26 a) Submit the number stated in the respective Specification Sections. 27 3. Distribute reproductions of approved shop drawings and copies of approved 28 product data and samples, where required, to the job site file and elsewhere as 29 directed by the City. CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 12 1 a. Provide number of copies as directed by the City but not exceeding the number 2 previously specified. 3 K. Submittal Review 4 1. The review of shop drawings, data and samples will be for general conformance 5 with the design concept and Contract Documents. This is not to be construed as: 6 a. Permitting any departure from the Contract requirements 7 b. Relieving the Contractor of responsibility for any errors, including details, 8 dimensions, and materials 9 c. Approving departures from details furnished by the City, except as otherwise 10 provided herein 11 2. The review and approval of shop drawings, samples or product data by the City 12 does not relieve the Contractor from his/her responsibility with regard to the 13 fulfillment of the terms of the Contract. 14 a. All risks of error and omission are assumed by the Contractor, and the City will 15 have no responsibility therefore. 16 3. The Contractor remains responsible for details and accuracy, for coordinating the 17 Work with all other associated work and trades, for selecting fabrication processes, 18 for techniques of assembly and for performing Work in a safe manner. 19 4. If the shop drawings, data or samples as submitted describe variations and show a 20 departure from the Contract requirements which City finds to be in the interest of 21 the City and to be so minor as not to involve a change in Contract Price or time for 22 performance, the City may return the reviewed drawings without noting an 23 exception. 24 5. Submittals will be returned to the Contractor under 1 of the following codes: 25 a. Code 1 26 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 27 comments on the submittal. 28 a) When returned under this code the Contractor may release the 29 equipment and/or material for manufacture. 30 b. Code 2 31 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 32 the notations and comments IS NOT required by the Contractor. CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 013300-9 DAP SUBMITTALS Page 9 of 12 1 a) The Contractor may release the equipment or material for manufacture; 2 however, all notations and comments must be incorporated into the 3 final product. 4 c. Code 3 5 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 6 assigned when notations and comments are extensive enough to require a 7 resubmittal of the package. 8 a) The Contractor may release the equipment or material for manufacture; 9 however, all notations and comments must be incorporated into the 10 final product. 11 b) This resubmittal is to address all comments, omissions and 12 non -conforming items that were noted. 13 c) Resubmittal is to be received by the City within 15 Calendar Days of 14 the date of the City's transmittal requiring the resubmittal. 15 d. Code 4 16 1) "NOT APPROVED" is assigned when the submittal does not meet the 17 intent of the Contract Documents. 18 a) The Contractor must resubmit the entire package revised to bring the 19 submittal into conformance. 20 b) It may be necessary to resubmit using a different manufacturer/vendor 21 to meet the Contract Documents. 22 6. Resubmittals 23 a. Handled in the same manner as first submittals 24 1) Corrections other than requested by the City 25 2) Marked with revision triangle or other similar method 26 a) At Contractor's risk if not marked 27 b. Submittals for each item will be reviewed no more than twice at the City's 28 expense. 29 1) All subsequent reviews will be performed at times convenient to the City 30 and at the Contractor's expense, based on the City's or City 31 Representative's then prevailing rates. CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 01 33 00 - 10 DAP SUBMITTALS Page 10 of 12 1 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 2 all such fees invoiced by the City. 3 c. The need for more than 1 resubmission or any other delay in obtaining City's 4 review of submittals, will not entitle the Contractor to an extension of Contract 5 Time. 6 7. Partial Submittals 7 a. City reserves the right to not review submittals deemed partial, at the City's 8 discretion. 9 b. Submittals deemed by the City to be not complete will be returned to the 10 Contractor, and will be considered "Not Approved" until resubmitted. 11 c. The City may at its option provide a list or mark the submittal directing the 12 Contractor to the areas that are incomplete. 13 8. if the Contractor considers any correction indicated on the shop drawings to 14 constitute a change to the Contract Documents, then written notice must be 15 provided thereof to the Developer at least 7 Calendar Days prior to release for 16 manufacture. 17 9. When the shop drawings have been completed to the satisfaction of the City, the 18 Contractor may carry out the construction in accordance therewith and no further 19 changes therein except upon written instructions from the City. 20 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 21 following receipt of submittal by the City. 22 L. Mock ups 23 1. Mock Up units as specified in individual Sections, include, but are not necessarily 24 limited to, complete units of the standard of acceptance for that type of Work to be 25 used on the Project. Remove at the completion of the Work or when directed. 26 M. Qualifications 27 1. if specifically required in other Sections of these Specifications, submit a P.E. 28 Certification for each item required. 29 N. Request for information (RFi) 30 1. Contractor Request for additional information 31 a. Clarification or interpretation of the contract documents CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 013300-11 DAP SUBMITTALS Page 11 of 12 1 b. When the Contractor believes there is a conflict between Contract Documents 2 c. When the Contractor believes there is a conflict between the Drawings and 3 Specifications 4 1) Identify the conflict and request clarification 5 2. Sufficient information shall be attached to permit a written response without further 6 information. 7 8 9 10 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS INOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT 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 22 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 013300- 12 DAP SUBMITTALS Page 12 of 12 12/20/2012 D. Johnson 1.4.x.8. Working Days modified to Calendar Days CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 013513-I DAP SPECIAL PROJECT PROCEDURES Page I of 7 1 SECTION 01 35 13 2 SPECIAL PROJECT PROCEDURES 3 PART 1- 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 I — General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31 High Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of-way which is under the jurisdiction of the Texas 37 Department of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August, 30, 2013 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 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 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 01 31 13 E. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August, 30, 2013 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 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. F. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. l ) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August, 30, 2013 1 2 3 4 5 6 7 8 9 10 Z 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 35 13-4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 3) Date of the intemiption of service 4) Period the intemiption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USACE) At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. J. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. K. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August, 30, 2013 01 35 13-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS (NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS (NOT USED] 3 1.6 CLOSEOUT SUBMITTALS INOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS (NOT USEDI 5 1.8 QUALITY ASSURANCE (NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING (NOT USED] 7 1.10 FIELD (SITE] CONDITIONS (NOT USED] 8 1.11 WARRANTY (NOT USED] 9 PART 2- PRODUCTS (NOT USED] 10 PART 3- EXECUTION (NOT USED] END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.3.B — Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 13 CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August, 30, 2013 01 35 13 - 6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 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 31 32 33 34 35 36 37 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER A\YARDED PROJECTS City Project No. 101314 Revised August, 30, 2013 013513-7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 7 EXHIBIT B R Fox T WORTH Date: DOE MO. XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) OR MR. AT (TELEPHONE NUMBER) (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR 3 - _. 4 CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. I6I314 Revised August, 30, 2013 01 4523- 1 DAP TESTING AND INSPECTION SERVICES Page I of 2 1 SECTION 01 45 23 2 TESTING AND INSPECTION SERVICES 3 PARTI- 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 I — 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 form of distribution approved 38 by the City. CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 014523-2 DAP 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) I 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 I 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 I I 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 29 30 END OF SECTION Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised August 30, 2013 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page I of 3 I SECTION 01 55 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PARTI- 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 I — 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 American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised July 1, 2011 015526-2 DAP 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 INOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USEDI 33 1.12 WARRANTY [NOT USED] 34 PART 2- PRODUCTS [NOT USEDI 35 PART 3- EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. 1013I4 Revised July 1, 2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 10131# Revised July I, 2011 015713-1 DAP STORM WATER POLLUTION PREVENTION Page I of 3 1 SECTION 01 57 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 31 25 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 I 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 I acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 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 American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised July I, 2011 01 57 13-2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 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 31 32 33 34 35 36 37 38 39 1. Less than I acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR 150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send I copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXRI 50000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 42 43 44 45 46 47 A. SWPPP Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTII American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised July 1, 201 1 01 57 13 - 3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 l 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 INOT USED] 7 1.9 QUALITY ASSURANCE INOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING INOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY INOT USED] 11 PART 2- PRODUCTS [NOT USED] 12 PART 3- EXECUTION INOT USED] 13 14 15 END OF SECTION Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised July 1, 2011 016000-I DAP PRODUCT REQUIREMENTS Page I oil 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 60 00 PRODUCT REQUIREMENTS 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 I — 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 INOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS INOT 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 American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised April 7, 2014 016000-2 DAP PRODUCT REQUIREMENTS Page 2 of 2 I 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 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised April 7, 2014 01 6600- I DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page I of 4 1 SECTION 01 66 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 L 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES INOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS INOT USED] 1.5 SUBMITTALS INOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER A\YARDED PROJECTS City Project No. 1(11314 Revised April 7, 2014 016600-2 DAP 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 13. 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 American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised April 7, 2014 016600-3 DAP 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 INOT USED) 6 3.2 EXAMINATION [NOT USED) 7 3.3 PREPARATION INOT USEDI 8 3.4 ERECTION [NOT USED) 9 3.5 REPAIR / RESTORATION [NOT USED) 10 3.6 RE -INSTALLATION INOT USEDI 11 3.7 FIELD loRl 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 INOT USEDI 18 3.9 ADJUSTING [NOT USED 19 3.10 CLEANING INOT USEDI 20 3.11 CLOSEOUT ACTIVITIES [NOT USEDI 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 INOT USEDI 28 3.14 ATTACHMENTS [NOT USEDI 29 END OF SECTION 30 CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER A\YARDED PROJECTS City Project No. 101314 Revised April 7, 2014 010000-4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 o14 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised April 7, 2014 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 6 1 SECTION 01 7000 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from I location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 American Airlines Paving, Signals, & Street Lights City Project No. 101314 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 6 1 a) Transportation of Contractor's personnel, equipment, and operating 2 supplies from the Site including disassembly or temporarily securing 3 equipment, supplies, and other facilities as designated by the Contract 4 Documents necessary to suspend the Work. 5 b) Site Clean-up as designated in the Contract Documents 6 2) Remobilization 7 a) Transportation of Contractor's personnel, equipment, and operating 8 supplies to the Site necessary to resume the Work. 9 b) Establishment of necessary general facilities for the Contractor's 10 operation at the Site necessary to resume the Work. 11 3) No Payments will be made for: 12 a) Mobilization and Demobilization from one location to another on the 13 Site in the normal progress of performing the Work. 14 b) Stand-by or idle time 15 c) Lost profits 16 3. Mobilizations and Demobilization for Miscellaneous Projects 17 a. Mobilization and Demobilization 18 1) Mobilization shall consist of the activities and cost on a Work Order basis 19 necessary for: 20 a) Transportation of Contractor's personnel, equipment, and operating 21 supplies to the Site for the issued Work Order. 22 b) Establishment of necessary general facilities for the Contractor's 23 operation at the Site for the issued Work Order 24 2) Demobilization shall consist of the activities and cost necessary for: 25 a) Transportation of Contractor's personnel, equipment, and operating 26 supplies from the Site including disassembly for each issued Work 27 Order 28 b) Site Clean-up for each issued Work Order 29 c) Removal of all buildings or other facilities assembled at the Site for 30 each Work Oder 31 b. Mobilization and Demobilization do not include activities for specific items of 32 work for which payment is provided elsewhere in the contract. CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101314 Revised November 22, 2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 6 1 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 2 a. A Mobilization for Miscellaneous Projects when directed by the City and the 3 mobilization occurs within 24 hours of the issuance of the Work Order. 4 B. Deviations from this City of Fort Worth Standard Specification 5 1. None. 6 C. Related Specification Sections include, but are not necessarily limited to: 7 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 8 2. Division I — General Requirements 9 1.2 PRICE AND PAYMENT PROCEDURES 10 A. Measurement and Payment [Consult City Department/Division for direction on if 11 Mobilization pay item to be included or the item should be subsidiary. Include the 12 appropriate Section 1.2 A. I.] 13 1. Mobilization and Demobilization 14 a. Measure 15 1) This Item is considered subsidiary to the various Items bid. 16 b. Payment 17 1) The work performed and materials furnished in accordance with this Item 18 are subsidiary to the various Items bid and no other compensation will be 19 allowed. 20 2. Remobilization for suspension of Work as specifically required in the Contract 21 Documents 22 a. Measurement 23 1) Measurement for this Item shall be per each remobilization performed. 24 b. Payment 25 1) The work performed and materials furnished in accordance with this Item 26 and measured as provided under "Measurement" will be paid for at the unit 27 price per each "Specified Remobilization" in accordance with Contract 28 Documents. 29 c. The price shall include: CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101314 Revised November 22, 2016 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 6 1 1) Demobilization as described in Section 1.I .A.2.a.1) 2 2) Remobilization as described in Section 1.1.A.2.a.2) 3 d. No payments will be made for standby, idle time, or lost profits associated this 4 Item. 5 3. Remobilization for suspension of Work as required by City 6 a. Measurement and Payment 7 1) This shall be submitted as a Contract Claim in accordance with Article 10 8 of Section 00 72 00. 9 2) No payments will be made for standby, idle time, or lost profits associated 10 with this Item. 11 4. Mobilizations and Demobilizations for Miscellaneous Projects 12 a. Measurement 13 1) Measurement for this Item shall be for each Mobilization and 14 Demobilization required by the Contract Documents 15 b. Payment 16 1) The Work performed and materials furnished in accordance with this Item 17 and measured as provided under "Measurement" will be paid for at the unit 18 price per each "Work Order Mobilization" in accordance with Contract 19 Documents. Demobilization shall be considered subsidiary to mobilization 20 and shall not be paid for separately. 21 c. The price shall include: 22 1) Mobilization as described in Section 1.1.A.3.a.1) 23 2) Demobilization as described in Section 1.1.A.3.a.2) 24 d. No payments will be made for standby, idle time, or lost profits associated this 25 Item. 26 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 27 a. Measurement 28 1) Measurement for this Item shall be for each Mobilization and 29 Demobilization required by the Contract Documents 30 b. Payment CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101314 Revised November 22, 2016 017000-5 MOBILIZATION AND REMOBILIZATION Page 5 of 6 1 1) The Work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" will be paid for at the unit 3 price per each "Work Order Emergency Mobilization" in accordance with 4 Contract Documents. Demobilization shall be considered subsidiary to 5 mobilization and shall not be paid for separately. 6 c. The price shall include 7 1) Mobilization as described in Section 1.1.A.4.a) 8 2) Demobilization as described in Section 1.1.A.3.a.2) 9 d. No payments will be made for standby, idle time, or lost profits associated this 10 Item. 11 1.3 REFERENCES (NOT USED] 12 1.4 ADMINISTRATIVE REQUIREMENTS (NOT USED) 13 1.5 SUBMITTALS (NOT USED] 14 1.6 INFORMATIONAL SUBMITTALS (NOT USED) 15 1.7 CLOSEOUT SUBMITTALS (NOT USED) 16 1.8 MAINTENANCE MATERIAL SUBMITTALS (NOT USED) 17 1.9 QUALITY ASSURANCE (NOT USED) 18 1.10 DELIVERY, STORAGE, AND HANDLING (NOT USED) 19 1.11 FIELD (SITE) CONDITIONS (NOT USED) 20 1.12 WARRANTY (NOT USED] 21 PART 2- PRODUCTS (NOT USED) 22 PART 3- EXECUTION (NOT USED) 23 END OF SECTION 24 25 CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 101314 Revised November 22, 2016 017000-6 MOBILIZATION AND REMOBILIZATION Page 6 of 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. CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101314 Revised November 22, 2016 017123-1 CONSTRUCTION STAKING AND SURVEY Page I of 8 I SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PARTI- 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. See Changes (Highlighted in Yellow). 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) Measurement for this item shall be by lump sum. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 item shall be paid for at the lump sum price bid for "Construction Staking". 20 2) Payment for "Construction Staking" shall be made in partial payments 21 prorated by work completed compared to total work included in the lump 22 sum item. 23 c. The price bid shall include, but not be limited to the following: 24 1) Verification of control data provided by Developer's Project 25 Representative. 26 2) Placement, maintenance and replacement of required stakes and markings 27 in the field. 28 3) Preparation and submittal of construction staking documentation in the 29 form of "cut sheets" using the City's standard template. 30 2. Construction Survey 31 a. Measurement 32 1) This item is considered subsidiary to the various Items bid. 33 b. Payment 34 1) The work performed and the materials furnished in accordance with this 35 item are subsidiary to the various items bid and no other compensation will be 36 allowed. 37 3. As -Built Survey 38 a. Measurement 39 1) Measurement for this Item shall be by lump sum. 40 b. Payment 41 1) The work performed and the materials furnished in accordance with this 42 item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT \VORTII American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101314 Revised February 14,2018 01 71 23-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 2) Payment for "Construction Staking" shall be made in partial payments 2 prorated by work completed compared to total work included in the lump sum 3 item. 4 c. The price bid shall include, but not be limited to the following:: 5 1) Field measurements and survey shots to identify location of completed 6 facilities. 7 2) Documentation and submittal of as -built survey data onto contractor redline 8 plans and digital survey files. 9 10 1.3 REFERENCES 11 A. Definitions 12 1. Construction Survey - The survey measurements made prior to or while 13 construction is in progress to control elevation, horizontal position, dimensions and 14 configuration of structures/improvements included in the Project Drawings. 15 2. As -built Survey —The measurements made after the construction of the 16 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Staking — The placement of stakes and markings to provide offsets 19 and elevations to cut and fill in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings. Construction staking 21 shall include staking easements and/or right of way if indicated on the plans. 22 4. Survey "Field Checks" — Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings. 25 B. Technical References 26 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw 27 website) —01 71 23.16.01_ Attachment A_Survey Staking Standards 28 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 29 on City's Buzzsaw website). 30 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 31 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 32 Surveying in the State of Texas, Category 5 33 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Government 36 Code 2254 (qualifications based selection) for this project. 37 1.5 SUBMITTALS 38 A. Submittals, if required, shall be in accordance with Section 01 33 00. 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A. Field Quality Control Submittals CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101314 Revised February 14, 2018 01 71 23-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 i I. Documentation verifying accuracy of field engineering work, including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 4 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B. As -built Redline Drawing Submittal 7 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 8 constructed improvements signed and sealed by Registered Professional Land 9 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 10 — Survey Staking Standards) . 11 2. Contractor shall submit the proposed as -built and completed redline drawing 12 submittal one (1) week prior to scheduling the project final inspection for City 13 review and comment. Revisions, if necessary, shall be made to the as -built redline 14 drawings and resubmitted to the City prior to scheduling the construction final 15 inspection. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking 19 1. Construction staking will be performed by the Contractor. 20 2. Coordination 21 a. Contact City and Developer's Project Representative at least one week in 22 advance notifying the City of when Construction Staking is scheduled. 23 b. it is the Contractor's responsibility to coordinate staking such that 24 construction activities are not delayed or negatively impacted. 25 3. General 26 a. Contractor is responsible for preserving and maintaining stakes. if City 27 surveyors or Developer's Project Representative are required to re -stake for 28 any reason, the Contractor will be responsible for costs to perform staking. if 29 in the opinion of the City, a sufficient number of stakes or markings have been 30 lost, destroyed disturbed or omitted that the contracted Work cannot take place 31 then the Contractor will be required to stake or re -stake the deficient areas. 32 B. Construction Survey 33 1. Construction Survey will be performed by the Contractor. 34 2. Coordination 35 a. Contractor to verify that horizontal and vertical control data established in the 36 design survey and required for construction survey is available and in place. 37 3. General 38 a. Construction survey will be performed in order to construct the work shown 39 on the Construction Drawings and specified in the Contract Documents. 40 b. For construction methods other than open cut, the Contractor shall perform 41 construction survey and verify control data including, but not limited to, the 42 following: 43 1) Verification that established benchmarks and control are accurate. CITY OF FORT \VORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101314 Revised February 14, 2018 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 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 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notes used to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 American Airlines Paving, Signals, & Street Lights City Project No. 111314 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 or8 1 b. The Contractor shall provide as -built survey including the elevation and 2 location (and provide written documentation to the City) of construction 3 features after the construction is completed including the following: 4 1) Manholes 5 a) Rim and flowline elevations and coordinates for each manhole 6 2) Water Lines 7 a) Cathodic protection test stations 8 b) Sampling stations 9 c) Meter boxes/vaults (All sizes) 10 d) Fire hydrants 11 e) Valves (gate, butterfly, etc.) 12 f) Air Release valves (Manhole rim and vent pipe) 13 g) Blow off valves (Manhole rim and valve lid) 14 h) Pressure plane valves 15 i) Underground Vaults 16 (1) Rim and flowline elevations and coordinates for each 17 Underground Vault. 18 3) Sanitary Sewer 19 a) Cleanouts 20 (1) Rim and flowline elevations and coordinates for each 21 b) Manholes and Junction Structures 22 (1) Rim and flowline elevations and coordinates for each 23 manhole and junction structure. 24 4) Stormwater — Not Applicable 25 1.10 DELIVERY, STORAGE, AND HANDLING INOT USEDI 26 1.11 FIELD (SITE] CONDITIONS INOT USED] 27 1.12 WARRANTY 28 PART 2- PRODUCTS 29 A. A construction survey will produce, but will not be limited to: 30 1. Recovery of relevant control points, points of curvature and points of intersection. 31 2. Establish temporary horizontal and vertical control elevations (benchmarks) 32 sufficiently permanent and located in a manner to be used throughout construction. 33 3. The location of planned facilities, easements and improvements. 34 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 35 areas, utilities, streets, highways, tunnels, and other construction. 36 b. A record of revisions or corrections noted in an orderly manner for reference. 37 c. A drawing, when required by the client, indicating the horizontal and vertical 38 location of facilities, easements and improvements, as built. 39 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 40 construction staking projects. These cut sheets shall be on the standard city template 41 which can be obtained from the Survey Superintendent (817-392-7925). 42 5. Digital survey files in the following formats shall be acceptable: 43 a. AutoCAD (.dwg) 44 b. ESRI Shapefile (.shp) CITY OF FORT \VORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101314 Revised February 14, 2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 orb I c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 2 standard templates, if available) 3 6. Survey files shall include vertical and horizontal data tied to original project 4 control and benchmarks, and shall include feature descriptions 5 PART 3- EXECUTION 6 3.1 INSTALLERS 7 A. Tolerances: 8 1. The staked location of any improvement or facility should be as accurate as 9 practical and necessary. The degree of precision required is dependent on many 10 factors all of which must remain judgmental. The tolerances listed hereafter are 11 based on generalities and, under certain circumstances, shall yield to specific 12 requirements. The surveyor shall assess any situation by review of the overall plans 13 and through consultation with responsible parties as to the need for specific 14 tolerances. 15 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 16 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 17 1.0 ft. tolerance. 18 b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. 19 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 20 walkways shall be located within the confines of the site boundaries and, 21 occasionally, along a boundary or any other restrictive line. Away from any 22 restrictive line, these facilities should be staked with an accuracy producing no 23 more than 0.05ft. tolerance from their specified locations. 24 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 25 electric lines, shall be located horizontally within their prescribed areas or 26 easements. Within assigned areas, these utilities should be staked with an 27 accuracy producing no more than 0.1 ft tolerance from a specified location. 28 e. The accuracy required for the vertical location of utilities varies widely. Many 29 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 30 should be maintained. Underground and overhead utilities on planned profile, 31 but not depending on gravity flow for performance, should not exceed 0.1 ft. 32 tolerance. 33 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 34 specifications or in compliance to standards. The City reserves the right to request a 35 calibration report at any time and recommends regular maintenance schedule be 36 performed by a certified technician every 6 months. 37 1. Field measurements of angles and distances shall be done in such fashion as to 38 satisfy the closures and tolerances expressed in Part 3.1 .A. 39 2. Vertical locations shall be established from a pre -established benchmark and 40 checked by closing to a different bench mark on the same datum. 41 3. Construction survey field work shall correspond to the client's plans. Irregularities 42 or conflicts found shall be reported promptly to the City. 43 4. Revisions, corrections and other pertinent data shall be logged for future reference. 44 CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101314 Revised February 14, 2018 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 3.2 EXAMINATION INOT USEDI 2 3.3 PREPARATION INOT USEDI 3 3.4 APPLICATION 4 3.5 REPAIR / RESTORATION 5 6 7 8 9 10 11 12 13 14 IE 3.6 16 3.7 A. If the Contractor's work damages or destroys one or more of the control monuments/points set by the City or Developer's Project Representative, the monuments shall be adequately referenced for expedient restoration. 1. Notify City or Developer's Project Representative if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City or Developer's Project Representative may require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors or Developer's Project Representative before further associated work can move forward. RE -INSTALLATION INOT USEDI FIELD loki SITE QUALITY CONTROL 17 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 18 City or Developer's Project Representative in accordance with this Specification. This 19 includes easements and right of way, if noted on the plans. 20 B. Do not change or relocate stakes or control data without approval from the City. 21 3.8 SYSTEM STARTUP 22 A. Survey Checks 23 1. The City reserves the right to perform a Survey Check at any time deemed 24 necessary. 25 2. Checks by City personnel or 3re1 party contracted surveyor are not intended to 26 relieve the contractor of his/her responsibility for accuracy. 27 28 3.9 ADJUSTING (NOT USEDI 29 3.10 CLEANING INOT USEDI 30 3.11 CLOSEOUT ACTIVITIES [NOT USEDI 31 3.12 PROTECTION [NOT USEDI 32 3.13 MAINTENANCE INOT USEDI 33 3.14 ATTACHMENTS INOT USEDI 34 END OF SECTION 35 Revision Log CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14,2018 American Airlines Paving, Signals, & Street Lights City Project No. 101314 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101314 Revised February 14, 2018 017423-1 DAP CLEANING Pagel of4 1 SECTION 01 74 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 USEDI 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 WORTI-I American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised April 7, 2014 017423-2 DAP CLEANING Page 2 ot'4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY INOT USED] 3 PART 2- PRODUCTS 4 2.1 OWNER -FURNISHED IoR] 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 INOT USED] 15 3.2 EXAMINATION INOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION INOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD IoR] 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 \NORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER A\YARDED PROJECTS City Project No. 101314 Revised April 7, 2014 01 7423 -3 DAP CLEANING Page 3 of 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. Exterior(Site or Right of Way) Final Cleaning 22 1. Remove trash and debris containers from site. 23 a. Re -seed areas disturbed by location of trash and debris containers in accordance 24 with Section 32 92 13. 25 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 26 that may hinder or disrupt the flow of traffic along the roadway. 27 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 28 junction boxes and inlets. 29 4. If no longer required for maintenance of erosion facilities, and upon approval by 30 City, remove erosion control from site. 31 5. Clean signs, lights, signals, etc. 32 3.11 CLOSEOUT ACTIVITIES INOT USEDI 33 3.12 PROTECTION [NOT USEDI 34 3.13 MAINTENANCE [NOT USED[ 35 3.14 ATTACHMENTS (NOT USED) 36 37 38 39 40 CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER A\YARDED PROJECTS City Project No. 1(11314 Revised April 7, 2014 017423-4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised April 7, 2014 017719-1 DAP CLOSEOUT REQUIREMENTS Page I of 3 SECTION 01 77 19 CLOSEOUT REQUIREMENTS 3 PARTI- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 iL 13 14 15 16 17 18 19 20 21 22 23 24 25 A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES (NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT \NORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER A\YARDED PROJECTS City Project No. 101314 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 I 1.6 INFORMATIONAL SUBMITTALS (NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USEDI 3 PART 2- PRODUCTS [NOT USED[ 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 1 I 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 7423. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels Ii. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised April 7, 2014 01 77 19 - 3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18 19 20 21 22 23 24 25 26 27 28 29 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED[ 3.6 RE -INSTALLATION [NOT USED[ 3.7 FIELD IoR[ SITE QUALITY CONTROL [NOT USEDI 3.8 SYSTEM STARTUP [NOT USED[ 3.9 ADJUSTING [NOT USEDI 3.10 CLEANING [NOT USED[ 3.11 CLOSEOUT ACTIVITIES [NOT USED[ 3.12 PROTECTION INOT USEDI 3.13 MAINTENANCE [NOT USED[ 3.14 ATTACHMENTS [NOT USED[ END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised April 7, 2014 017823-I DAP OPERATION AND MAINTENANCE DATA Page I of 5 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY SECTION 01 78 23 OPERATION AND MAINTENANCE DATA 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished tinder 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) II 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 USEDI 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 NORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised April 7, 2014 017823-2 DAP 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 American Airlines Paving, Signals, & Street I..ights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised April 7, 2014 017823-3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 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 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer Ii. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised April 7, 2014 01 7823 -4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 l 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 l ) 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 American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised April 7, 2014 017823-5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 I 1.10 DELIVERY, STORAGE, AND HANDLING INOT 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 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.I — title of section removed 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised April 7, 2014 017839-1 DAP PROJECT RECORD DOCUMENTS Page I of 4 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 78 39 PROJECT RECORD DOCUMENTS 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 I — 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 INOT 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 INOT 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 American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised April 7, 2014 017839-2 DAP PROJECT RECORD DOCUMENTS Page 2 of4 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 PART2- - PRODUCTS 18 2.1 OWNER -FURNISHED loRl 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 American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 101314 Revised April 7, 2014 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 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. in the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. in some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within I inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT 1VORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AIVARDED PROJECTS City Project No. 101314 Revised April 7, 2014 017839-4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 1 d. Make changes neatly, consistently and with the proper media to assure 2 longevity and clear reproduction. 3 2. Transfer of data to other Documents 4 a. If the Documents, other than Drawings, have been kept clean during progress of 5 the Work, and if entries thereon have been orderly to the approval of the City, 6 the job set of those Documents, other than Drawings, will be accepted as final 7 Record Documents. 8 b. If any such Document is not so approved by the City, secure a new copy of that 9 Document from the City at the City's usual charge for reproduction and 10 handling, and carefully transfer the change data to the new copy to the approval 11 of the City. 12 3.5 REPAIR / RESTORATION INOT USED] 13 3.6 RE -INSTALLATION [NOT USED] 14 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 15 3.8 SYSTEM STARTUP INOT USEDI 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING ]NOT USED] 18 3.11 CLOSEOUT ACTIVITIES ]NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 23 24 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Dornenech Revised for DAP Application CITY OF FORT WORTH American Airlines Paving, Signals, & Street Lights STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER A\'YARDED PROJECTS City Project No. 101314 Revised April 7, 2(114 RONE E N G I N E E R I N G October 12, 2018 Mr. Markus Neubauer, P.E. Pacheco Koch 6100 Western Place, Suite 1001 Fort Worth, Texas 76107 Re: Geotechnical Engineering Report Addendum State Highway 380 and Trinity Boulevard Fort Worth, Texas Rone Project No. 18-22721 Dear Mr. Neubauer: GEOTECHNICAL ENGINEERING ENVIRONMENTAL CONSULTING CONSTRUCTION MATERIAL TESTING Rone Engineering Services, Ltd. (Rone) has previously completed a geotechnical engineering study for the referenced project, and issued results and recommendations in Rone Report No. 18-22721, revised August 27, 2018. Based on additional traffic loading and pavement subgrade support information provided to Rone, we have re -analyzed the recommended pavement design thickness for the right and left turn lanes along Trinity Boulevard. This letter provides our revised pavement design recommendations. Pavement Input Design Parameters Item Value Pavement type Continuous Reinforced Concrete Pavement (CRCP) Subgrade soil description Fat clay (CH) Subgrade treatment Lime Treated subgrade thickness 8 inches Composite modulus of subgrade reaction, k 221 pci Traffic growth 0% Design life 30 years Total Design ESAL 5,420,000 DALLAS FORT WORTH I BUDA I HOUSTON 0nA4 k I C I .-. nnn n.,. T Ann i r..._- I Al m._._.. r�...,. �n w '1 . --. IA -r ��-r 1- Geotechnical Engineering Report Addendum — Pavement Rone Project No. 18-22721 October 12, 2018 Page 2 Item Value Annual ESAL 180,666 Reliability, R 90% Standard deviation, S,, 0.39 Concrete modulus of rupture, S',, 620 psi Concrete modulus of elasticity, E, 4,000,000 psi Drainage coefficient, Cd 1.0 Load transfer coefficient, J 2.9 Initial serviceability, po 4.5 Terminal serviceability, p, 2.5 Recommended Pavement Thickness Item Value Recommended Pavement Thickness I 9 inches This letter should be considered an addendum to the referenced geotechnical engineering report, and should not be considered separately from the report. All other comments and recommendations contained in the referenced geotechnical report remain unchanged. Thank you for the opportunity to provide services to you for this project. Please call if you have any questions regarding this letter. "�1 Respectfully submitted, P�F of rF+ i . ...9•..00 ERIC M. HOLLABAUGH .............................� �j 120829 E Eric M. Hollabaugh, P.E. OIA����` 04 % Geotechnical Engineer Texas Engineering Firm License No. F-1572 Attachments: WinPAS Pavement Design Output John A. Focht III, P.E. Technical Director WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association iqid Design Inputs Project Name: SH 360 at Trinity Boulevard Route: Trinity Boulevard Location: Fort Worth, Texas Owner/Agency: Rone Engineering Services, Ltd. Design Engineer: kim Rigid Pavement Design/Evaluation .oncrete Thickness 8.82 inches Load Transfer Coefficient 2.90 total Rigid ESALs 5,420,000 Modulus of Subgrade Reaction 221 psi/in. :liability 90.00 percent Drainage Coefficient 1.00 verall Standard Deviation 0.39 Initial Serviceability 4.50 =lexural Strength 620 psi Terminal Serviceability 2.50 dulus of Elasticity 4,000,000 psi Modulus of Subgrade Reaction lk-valuel Determinatio Resilient Modulus of the Subgrade 0.0 Unadjusted Modulus of Subgrade Reaction 0 Depth to Rigid Foundation 0.00 Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 221 psilin. :dnesday, October 10, 2018 2:52:55PM Engineer: kim MRO1 ENGINE GEOTECHNICAL ENGINEERING REPORT STATE HIGHWAY 360 AND TRINITY BOULEVARD FORT WORTH, TEXAS Prepared For: Pacheco Koch 6100 Western Place, Suite 1001 Fort Worth, Texas 76107 Attn: Mr. Markus Neubauer, P.E. August 2018 - Revised PROJECT NO. 18-22721 www.roneengineers.com RONE E N G I N E E R I N G August 27, 2018 (Revised) Mr. Markus Neubauer, P.E. Pacheco Koch 6100 Western Place, Suite 1001 Fort Worth, Texas 76107 Re: Geotechnical Engineering Report State Highway 360 and Trinity Boulevard Fort Worth, Texas Rone Report No. 18-22721 Dear Mr. Neubauer: GEOTECHNICAL ENGINEERING ENVIRONMENTAL CONSULTING CONSTRUCTION MATERIAL TESTING Rone Engineering Services, Ltd. (Rone) is pleased to submit our Final Geotechnical Engineering Report for the above referenced project. The geotechnical engineering services performed for this study were carried out in general accordance with Rone Proposal No. P- 24999-18, with a revision date of April 11, 2018. This report presents engineering analyses and recommendations for site grading, foundations and pavements with respect to available project characteristics. Results of our field exploration and laboratory testing are shown in detail in the appendix section of the study. We appreciate the opportunity to be of service to you on this project and look forward to providing additional Geotechnical Engineering and Construction Materials Testing services as the project progresses through the detailed design and construction phases. Please contact us if you have any questions or if we can be of further assistance. Respectfully Submitted, Kim L. Macy, S.E.T., DA Vice President — Geotechnical Director Texas Engineering Firm License No. F-1572 DALLAS I FORT WORTH II AUSTIN f: •;k .Iq�,lll •- ark1:�oy$ Partner o8.� SAN ANTONIO I HOUSTON 3201 NE Loop 820, SUITE 180 I FORT WORTH, TEXAS 76137 I TEL: 817.717.1040 Page I INTRODUCTION.................................................................................................................... 1 2 PURPOSES AND SCOPE OF STUDY................................................................................... 2 3 FIELD OPERATIONS AND LABORATORY TESTING.......................................................... 2 4 GENERAL SITE CONDITIONS.............................................................................................. 3 4.1 Site Geology.................................................................................................................... 3 4.1.1 Quaternary Alluvium (Qal)....................................... 4.1.2 Woodbine (Kwb)........................................................................................................ 3 4.1.3 Eagle Ford(Kef)........................................................................................................ 4 4.2 Subsurface Soil Conditions.............................................................................................. 4 4.3 Groundwater.................................................................................................................... 5 4.4 Soluble Sulfates............................................................................................................... 6 5 ANALYSIS AND RECOMMENDATIONS............................................................................... 7 5.1 Seismic Site Class............................................................................ 5.2 Potential Vertical Rise...................................................................................................... 7 5.3 Excavation Safety Considerations.................................................................................... 8 5.4 Permanent Soil Nail Walls........................... ..................................................................... 8 5.5 Cantilever Overhead Sign Supports................................................................................. 9 5.5.1 Construction Considerations for Straight -Sided Drilled Shafts ................................... 9 5.6 MSE Wall Description and Requirements........................................................................10 5.7 Subgrade Preparation.....................................................................................................11 5.8 Subgrade Improvement...................................................................................................12 5.9 MSE Wall Preliminary Geometry.....................................................................................13 5.10 Global Stability Analysis................................................................................................14 5.11 Lateral Earth Pressures.................................................................................................15 5.12 MSE Wall Backfill..........................................................................................................16 5.13 Wall Drainage................................................................................................................17 5.14 Backfill l Settlement.........................................................................................................18 6 PAVEMENTS.........................................................................................................................19 6.1 Rigid Pavements — Trinity Boulevard...............................................................................20 6.2 Rigid Pavements — Exit Ramp.............................................................. ...........................21 6.3 Pavement Subgrade Preparation....................................................................................22 6.3.1 Construction and Maintenance Recommendations...................................................23 7 SITE PREPARATION AND FILL PLACEMENT....................................................................24 7.1 General...........................................................................................................................24 7.2 Earthwork........................................................................................................................25 ..................... 7.2.1 Site Preparation............................................................................. ......25 7.2.2 Site Grading..................................................................................... ........................27 7.2.3 Utility Backfill............................................................................................................27 7.2.4 Density Tests............................................................................................................27 7.3 Construction Observations..............................................................................................28 8 STUDY CLOSURE................................................................................................................28 9 COPYRIGHT 2018 RONE ENGINEERING SERVICES, LTD................................................29 APPENDIX A Plate VICINITYMAP........................................................................................................................................A.1 GEOLOGYMAP ...................................................... .................................................................................A.2 BORING LOCATION DIAGRAM................................................................. .......... A.3 SWELLTEST RESULTS.......................................................................................................................................... A.4 SOLUBLE SULFATE TEST RESULTS..................................................................................................................... A.5 RAMPWALL SNAIL DIAGRAM................................................................................................................................. A.6 RAMP WALL GLOBAL STABILITY DIAGRAM.......................................................................................................... A.7 TRINITY MSE RETAINING WALLS GLOBAL STABILITY DIAGRAM...............................................................A.8-A.12 DIRECT SHEAR TEST RESULTS...................................................................................................................A.13-A.20 APPENDIX B Page LOGSOF BORING.......................................................................................................................B.1-B.53 APPENDIX C Page FIELDOPERATIONS......................................................... ......................C.1 LABORATORYTESTING.....................................................................................................................C.2 APPENDIX D Page IMPORTANT INFORMATION ABOUT THIS GEOTECHNICAL ENGINEERING REPORT................................D.1 RON GEOTECHNICAL ENGINEERING REPORT I INTRODUCTION This report presents our geotechnical study for the State Highway 360 and Trinity Boulevard expansion which will support additional traffic flow to and from the new American Airlines Headquarters. The expansion will consist of constructing retaining walls on the east side of the southbound exit ramp to Trinity Boulevard from State Highway 360, the west side of the southbound frontage road and extending west along the north side of westbound Trinity Boulevard and on the south side of eastbound Trinity Boulevard and the entrance onto the southbound entrance ramp. Additionally, the pavement will be widened in numerous areas and one overhead guide sign will be installed at the southbound exit ramp. These studies were performed based on the Scope of Services presented in our Proposal Number P-24999-18, with a final revision date of June 11,2018. Grade separation for the project will require retaining walls. Wall types are proposed as soil nail and mechanically stabilized earth (MSE). The following table identifies the wall types and locations, along with their length and maximum proposed heights. Table 1: Summary of Retaining Walls Approximate Extent Approximate Wall ID Planned (Wall Station) Maximum Applicable Wall Yp Type Clear Wall Nearest Borings g Start End Station Station Height (ft.) I RW-10 RW-11 RWSB14 Soil Nail 11+78.32 17+77.50 9 RW-12 RW-14 RW-3 IRWWB108 MSE 10+04.70 11+26.22 11 RW-5 RW-4 RWEB105 MSE 9+91.99 11+17.18 11 RW-9 RW-6 RWWB106 MSE 13+45.89 16+83.50 11 RW-7 RON ) Due to the short design/construction sequence, TxDOT is utilizing a full depth asphalt section for the southbound exit ramp. It is expected that the existing roadways will remain intact while a new exit lane and the widening of Trinity Boulevard, which will include turn lanes, will occur. Therefore, both rigid and flexible pavement design recommendations have been requested. Traffic counts and loading conditions were provided by Jones Carter and dated June 12, 2018. A site vicinity map and geology map are attached as Plates A.1 and A.2, respectively. The general location and orientation of the site are shown on the Boring Location Diagram, Plate A.3, in Appendix A of this study. 2 PURPOSES AND SCOPE OF STUDY The principal purposes of this study are to evaluate the general soil and rock conditions at the proposed site and to develop geotechnical recommendations for the design and construction of the retaining walls, advanced guide signs and pavements. To accomplish its intended purposes, the study was conducted in the following phases: Borings were drilled and sampled to evaluate the soil and rock conditions at the boring locations and to obtain soil and rock samples. • Laboratory tests were conducted on selected samples recovered from the borings to evaluate the pertinent engineering characteristics of the foundation soils and rock. • Engineering analyses were performed using field and laboratory data, to develop foundation and pavement design recommendations. 3 FIELD OPERATIONS AND LABORATORY TESTING The borings were located in the field by Rone Engineering personnel with measurements taken from site landmarks and using an aerial of the site. The locations were surveyed after completion of the field study and prior to the release of this draft report. The provided locations are accurate only to the extent implied by the technique used in their determination. Soil and rock samples were collected by completing 15 borings in May and June 2018. The approximate boring locations are shown on Plate A.3, Boring Location Diagram. Sample depth, description of soils and classifications (based on the Unified Soil Classification System) are presented on the Logs of Boring in Appendix B. RON E j Laboratory soil tests were performed on selected samples recovered from the borings to confirm visual classification and determine the pertinent engineering properties of the soils encountered. Classification test results are presented on the Logs of Boring. Swell tests and soluble sulfate tests were performed on selected soil samples and the results are tabulated and presented in the Appendix section report on Plates A.4 and A.5 respectively. Descriptions of the procedures used in the field and laboratory phases of this study are presented in the Appendix C of this report. 4 GENERAL SITE CONDITIONS 4.1 Site Geology Based on the subsurface conditions encountered in the borings and the Geologic Atlas of Texas, Dallas Sheet (published by the Bureau of Economic Geology), the site appears to be mapped within and/or in near contact of three geologic formations; Quaternary Alluvium, Woodbine and Eagle Ford. 4.1.1 Quaternary Alluvium (Qal) Ancestral Trinity River flood plain deposits include indistinct low terrace deposits consisting of gravel, sand, silt, silty clay and organic matter. 4.1.2 Woodbine (Kwb) The Woodbine Formation consists of sandstone with some clay and shale divided into an Upper part, a Middle part and a Lower part. The Upper part is mostly reddish brown, well sorted, fine grained sandstone and in part tuffaceous, with large-scale cross bedding and ripple marked. Near the top of the Upper part, some large discoid sandstone concretions are composed of medium to coarse -grained sand and friable. The Upper part contains some fissile, gray shale may contain marine mega fossils (locally oyster reefs). The Middle part is mostly gray to brown, fine grained sandstone that may show cross bedding and have some carbonaceous clay interbedding. The Lower part is white, red and brown very thinly bedded to massive fine-grained sandstone interbedded with gray and brown sandy clay. Some of the sandstone beds in the Lower part contain ironstone and ironstone conglomerate. The Woodbine Formation thickens northward from 175 to 250 feet thick. State'Hjgway 360 and Trinity nnulevard BONE , Dense and irregular shaped masses of very hard sandstone are known to occur randomly throughout the Woodbine Formation (locally referred to as boulders). Structurally, the formation is very complex and it is difficult to trace a particular bed or stratum for any distance. Free water is found at various levels in this formation, often as perched tables. 4.1.3 Eagle Ford (Kef) The residual clays of the Eagle Ford vary in color from dark brown to tan, are highly expansive, and undergo large volumetric changes with climatic cycles. The clays are jointed and often contain silt and sand seams and partings, as well as bentonite and gypsum crystals. Soft bentonite seams and layers may also be present within the formation. The shale of the Eagle Ford formation is medium to dark gray in color and range from medium hard to hard. Please note that the geologic mapping was originally performed using aerial photography. Local variations and anomalies do occur. 4.2 Subsurface Soil Conditions The various strata and their approximate depths and thickness are shown on the Log of Boring. The stratification boundaries shown on the Log of Boring represent the approximate locations of changes in types of soil and rock; in -situ, the transition between material types may be gradual and indistinct. The encountered subsurface conditions can be generalized as lime treated subgrade overlying brown and gray clayey sands and lean clays (SC and CL) overlying dark gray shale. Several of the borings consisted of fill materials up to depths of 10 feet below existing grade. Gravel, sand, lignite and gypsum crystals were encountered within the borings at various depths. The plasticity index (PI) of the cohesive samples tested varied from 9 to 30. PI's above 25 are generally considered to indicate high soil plasticity. A high PI is generally associated with a high potential for the active clayey soils to shrink and swell with changes in moisture content. LLPAGE l4 RONE/ 4.3 Groundwater The borings were advanced using flight augers to observe the potential for water seepage during and after drilling. Free water was observed in several of the borings. See Table 2 for location specific details. The scope of work did not include long term observations of groundwater or perched water conditions. In addition, it is difficult to accurately predict the magnitude of subsurface water fluctuations that might occur following periods of inclement weather. Water can be encountered above any of the less permeable soil or rock at this site, creating a temporary perched water condition, particularly during wet periods of the year. Water levels should be expected to fluctuate throughout the year with variations in precipitation, runoff, irrigation, site topography, utilities and the water levels in nearby surface water features and other factors not evident at the time of the field services. Table 2: Summary of Water Level Measurements Boring No. Boring Depth (ft.) Water Level Measurements (feet below existing ground) Initial At Completion or After Waiting 15 Minutes RW-1 50 13 19 RW-2 50 18 25 RW-3 50 19 25 RW-4 50 23 28 RW-6 30 24 Not Observed RW-8 30 29 25 RW-9 30 23 25 RW-10 55 7 35 RW-11 55 23 20 RW-12 55 9 54'/2 RW-13 55 13 13 GM -1 55 25 18 RONEI These observations have been made during the course of the field exploration, as indicated on the Logs of Boring. A groundwater study has not been performed. Long-term observations would be necessary to more accurately evaluate the water levels and fluctuations. If these services are desired, Rone would be pleased to provide water level monitoring as an additional scope of services. 4.4 Soluble Sulfates High quantities of soluble sulfates (generally noted as gypsum crystals) were encountered in many of the borings at varying depths (see Plate A.5 for details). When sulfates come in contact with calcium, aluminum and water, a very high expansion (heave) potential exists. These volume increases can be prevented by interrupting the supply of one of the components, or the reaction can be allowed under some circumstances. When lime and/or cement and water are added during subgrade treatment for paving and sidewalk subgrades, calcium is supplied by the lime or cement; aluminum is then released from the clay, creating a very high expansive reaction. The soils can be wetted and allowed to "mellow" so that the reactions are complete before construction continues; however, any lime involved in this reaction is not available to modify clay soils. The total quantity of lime required to treat clay soils can become quite significant with elevated sulfates levels. Sulfates are common in the Eagle Ford and Woodbine Formations and test results indicate sulfate readings of over 14,000 ppm, which indicates some of the soils at this site contain very high sulfate levels. It should be noted that as site grading is performed, sulfates will randomly be distributed across the site. Corrosion resistant concrete should be used when installing concrete features in direct contact with the on -site soils such as concrete pipe, concrete footings/grade beams and concrete pavement. A locally available mix design for sulfate resistant concrete would include Type II cement and 25 percent Type F flyash. There are other requirements in ACI that should be met where sulfate levels exceed 10,000 ppm including water/cement ratios and other mix considerations. Alternatively, a 12 -inch clean soil "buffer" can be installed around the concrete. RONE/ 5 ANALYSIS AND RECOMMENDATIONS Analyses and recommendations are based on data collected during the field and laboratory phases, as well as our experience and local knowledge of the general site vicinity. The following paragraphs discuss the findings for the site and options for retaining wall foundations and backfill requirements, pavements and subgrade improvement. 5.1 Seismic Site Class The site class for seismic design is based on several factors that include soil profile (soil or rock), shear wave velocity, density, relative hardness, and strength, averaged over a depth of 100 feet. The boring for this project did not extend to a depth of 100 feet; therefore, we assumed the soil and rock conditions below the depth of the boring to be similar to those encountered at the termination depth of the boring. Based on Section 1613.3.2 of the 2015 International Building Code and Table 20.3-1 of ASCE 7-10, we recommend using Site Class C (soft rockistiff soil profile) for seismic design. 5.2 Potential Vertical Rise Potential Vertical Rise (PVR) calculations were performed in general accordance with the Texas Department of Transportation (TxDOT) Method 124-E. This method is empirical and is based on the Atterberg limits and moisture content of the subsurface soils. Using the TxDOT method within a 12 foot deep active zone, in a dry moisture condition, the estimated PVR is to be between 2 and 21/2 inches. At the time of our field exploration, the sampled soils at the site were in a dry to average moisture condition in the upper ten feet but in a wet moisture condition at deeper depths. The results of the free swell tests are reported on Plate A.39 and range from 0.0 to 3.4 percent indicating potential upward movements less than 2 inches. Several samples slightly consolidated beneath the overburden weight in a saturated moisture condition (see Plate A.4 for details). State Highway 360 and Trinity Boulevard _ . RONE/ Based on the estimated PVR using the free swell test results, as well as our local experience, we recommend that a PVR of 21/2 inches be adopted for design. Soil moisture contents do not remain constant over time. If the soils are allowed to dry appreciably, prior to and/or during construction, the calculated PVR could exceed 21/2 inches when the soils are subsequently give free access to water. The recommended PVR does not include a Factor of Safety. We recommend that the designers apply the appropriate Factor of Safety for their design. 5.3 Excavation Safety Considerations Please note that in accordance with Texas State Law, the design and maintenance of excavation safety systems is the sole responsibility of the contractor. Attention is drawn to OSHA Standards 29 CFR — 1926 Subpart P, including Appendices A and B, for guidance in the design of such systems. 5.4 Permanent Soil Nail Walls Soil nail walls are planned for the southbound exit ramp retaining wall. In general, ground conditions appear suited to soil nail wall construction techniques. However, localized sandy clays, clayey sands, gravel, poorly placed fill material or gravel may result in some raveling of the unsupported excavation or difficulty in achieving soil nail capacities, if encountered (see Plate A.6 for graph). Table 3: Snail Soil Nail Analysis Category I Resulting Analysis Unit Weight 120 pcf Cohesion 200 psf Angle of Friction 20 degrees I Short-term Ultimate Bond 10 psi Strength Long-term Ultimate Bond 4.5 psi Strength Long-term Nominal Bond I 3.3 psi Strength RONE/ Testing of the soil nails should be performed in accordance with the guidelines of the Federal Highway Administration or similar guidelines. At least two verification tests should be performed to confirm design assumptions along the retaining wall. Verification test nails should be sacrificial and should not be used to support the proposed wall, The bond length should be adjusted to allow for pullout testing of the verification nails to evaluate the ultimate bond stress. The soil nail retaining wall was designed for both short-term and long-term shear strength conditions; however, long-term conditions control wall design. Proof test results will likely indicate higher allowable values but the nail lengths should not be reduced based on the proof test results. The soil nails are considered permanent structures and must be provided with Class I level of corrosion protection as described in the Federal Administration report FHWA0-IF-03-017 for soil nail walls. 5.5 Cantilever Overhead Sign Supports A 54 inch diameter straight -sided drilled shaft will support the overhead signage at the exit ramp. Based on the TxDOT Foundation Embedment Selection Charts, dated November 2007, and utilizing 211 kips per foot of torsion and 319 kips per foot for the moment, the drilled shaft should be embedded a minimum of 20 feet (elevation 492.27 feet, or lower) below existing grade (surface elevation of 512.27 feet at the time of the exploration). 5.5.1 Construction Considerations for Straight -Sided Drilled Shafts Shaft construction should begin after final grades are achieved. The construction of the shaft should be observed by experienced geotechnical personnel during construction to assure compliance with design assumptions and to document: • shafts are plumb and within the acceptable tolerance • groundwater seepage is correctly handled sides of shaft are not sloughing or caving • minimum penetration into the bearing stratum is achieved • the bearing surface is clean. Groundwater seepage was encountered at 25 feet in the boring at the time of our field exploration. The risk of encountering groundwater seepage is increased during or after periods of precipitation. The need for a temporary casing should be determined during construction based on the encountered conditions during the shaft excavation. Reinforcing steel cages and concrete should Project No. 18-22721 State Hfohwav 360 and Trinity R PAGE 1 9 RONE/ be placed in the shafts immediately after the excavation has been completed, dewatered, cleaned and observed. Complete installation of individual shaft should be accomplished within 4 hours of the excavation. Prolonged air exposure or inundation of the bearing surface with groundwater could deteriorate the bearing material. Concrete should have a slump between 8 and 10 inches and should not be allowed to strike the shaft sidewall or steel reinforcement during placement. Submersible pumps may be required to control seepage. Mushrooming of the shaft should not be allowed since this condition will result in a significant increase in uplift forces acting on the shaft. Rone should be contacted for further evaluation and recommendations if excessive groundwater seepage or caving occurs. 5.6 MSE Wall Description and Requirements The reinforced zone of the MSE wall should consist of Item 423 Type BS select backfill. For areas subject to inundation, or above the 100 -year flood plain, Item 423 Type DS materials should be utilized. Both materials should be as specified in the most recent version of TxDOT's Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges. Materials to be used should be tested to verify that they meet the following requirements. Table 4: Reinforced Zone Backfill Specifications Parameter Type DS Backfill Type BS Backfill Plasticity Index <6 Soluble Sulfate (Tex -620-J) < 200 ppm > 3,000 ohm -cm Resistivity (Tex -129-E) pH (Tex -128-E) 5.5 < pH <10 Chlorides (Tex -620-J) < 100 ppm Organic Content <1 % Minimum Friction Angle 32 degrees 3 -inch Sieve 0% retained 318 -inch Sieve 85 - 100% retained n/a No. 40 Sieve n/a 40 - 100% retained No. 200 Sieve 95 - 100% retained 85 - 100% retained RON y When TxDOT Item 423 Type BS is used, a geotextile filter should encapsulate the material to within 3 feet below the wall coping. As an alternative to the geotextile filter, a concrete sand filter (ASTM C33 fine aggregate) at least 12 inches thick can also be used between the backfill and retained soils. The geotextile filter shall be used as described in Section 5.3.3 of FHWA-NHI-10- 024 (latest edition). Rone understands that in situ soils will be used in the active earth pressure zone behind the reinforced zone of the MSE walls. The in situ soils are expected to have friction angle of approximately 17 degrees. The active earth pressure zone is defined as the area behind the reinforced zone sloping up at a 1 H:1 V outward slope to the bottom of the pavement subgrade or the top of the wall whichever occurs first. The retaining walls have been designed assuming that hydrostatic pressures will not develop behind or within them. Therefore, we recommend an appropriate drainage system be constructed behind the reinforced zone to prevent water being built up in and behind the reinforced zone. Fill material should be properly placed and compacted to the requirements specified in Table 2 of Item 132 in TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges. Compaction adjacent to the wall should be performed with hand -operated tampers or with lightweight compactors. Over -compaction may cause excessive lateral earth pressure that could result in wall damage or unexpected movements. Where new fill is placed on existing slopes that are steeper than 6H:1 V, new fill should be benched into the existing slopes in minimum widths of 5 feet. The bench height should not exceed 2'/2 feet. All walls planned for this project should be constructed in accordance with the latest TxDOT, Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, and FHWA Publication No. FHWA-NHI-1 0-024. 5.7 Subgrade Preparation Based on the borings, the subgrade soils at the retaining wall locations are anticipated to consist of native clay and/or existing fill. All new fill below the walls should consist of TxDOT Item 423 Type AS, consistent with the backfill used in the walls. Where soft or loose subgrade conditions are PAGE I! '_J RONE encountered at or immediately below the underside of the reinforced backfill or new fill, Rone recommends the existing weak subgrade soils be removed and replaced by TxDOT Item 423 Type AS material. The depth of removal and replacement depends on thickness of the weak layer. All excavations should be sloped, shored, or shielded in accordance with applicable OSHA requirements. If TxDOT Item 423 Type BS material is used to prepare wall foundation subgrade, there is a possibility of creating a "bath tub" condition, which may result in infiltration of foundation soils (fine-grained soils) into the upper granular materials (coarse -grained materials) as well as serving as a reservoir for water. In the long term, this process will most likely lower the shear strength of the wall foundation material. To reduce the infiltration, proper TxDOT recommended filter fabric should be placed between the upper granular material and the foundation soils. In addition, a TxDOT recommended underdrain system should be installed for proper drainage. A regular monitoring and maintenance program of the underdrain systems should also be established. The wall foundation subgrade soils should be proofrolled with a fully loaded tandem axle dump truck or similar pneumatic -tire equipment to locate areas of loose or soft subgrade. In areas to be cut, the proofroll should be performed after the final grade is established. In areas to be filled, the proofroll should be performed prior to placement of engineered fill and after subgrade construction is complete. Areas of loose or soft subgrade encountered in the proofroll should be removed and replaced with engineered fill, or moisture conditioned (dried or wetted, as needed) and compacted in place_ After proofrolling, the exposed subgrade soils should be scarified as necessary, moisture -conditioned to near optimum moisture content and compacted to the requirements specified in Table 2 of Item 132 in TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2004. 5.8 Subgrade Improvement Subsurface conditions encountered in the borings and the available project drawings indicate that some proposed retaining walls will be supported on existing fills and/or native clays. Based on the available geotechnical information, we do not anticipate the need for significant subgrade improvement below the walls; however, some subgrade improvement could be required in localized areas. RON / If required, subgrade improvement could consist of over -excavation of the unsuitable material, and replacement with density controlled compacted onsite or similar clayey soils (engineered/structural fill) as outlined below. The excavation should extend a horizontal distance of at least the depth of over -excavation beyond the limits of the unsuitable material. For example, if the over -excavation is 3 feet deep, the excavation should extend laterally an additional 3 feet. After the area is excavated, the exposed subgrade should be compacted to at least 95 percent of its maximum dry density (TxDOT Tex -1 14-E) within 2 percent of its optimum moisture content. The excavated area should be replaced with either the excavated lean clay soils free from rock/limestone fragments larger than 4 inches in size, any vegetation, organics and deleterious matters which meets the criteria of TxDOT Item 132, Type A (liquid limit of less than or equal to 45 and plasticity index of less than or equal to 15), or similar imported/borrow materials. The fill soils should be placed in maximum horizontal loose lifts of 8 inches and compacted to at least 98 percent maximum dry density as determined by TxDOT, Tex -114-E method within 2 percent of its optimum moisture content. Our office should be contacted if softer material is encountered at the bottom of the excavation or if groundwater is encountered during excavation. 5.9 MSE Wall Preliminary Geometry Design of the MSE walls was outside the scope of this study. In order to estimate the overall global stability, Rone has assumed that the MSE wall will require reinforcement lengths greater than or equal to the MSE wall heights. A minimum traffic surcharge of 250 psf should be included in the analysis. The following parameters are recommended for use in the analysis. Table 5: Drained and Undrained Material Properties Material Type Effective Unit Weight (pcf) Cohesion (psf) Internal Friction Angle (degrees) Drained j Undrained Drained Undrained Drained Undrained TxDOT Item 423 BS 1251 0 32 Retained Soft 125 200 1500 17 I 0 Foundation Soil / Structural or New Fill / Improved Soil 125 200 1600 17 0 1. 105 pcf was used for sliding and overturning analyses; 125 pcf was used for bearing capacity. RONE/ Shear strength parameters were selected based on type of materials encountered in the borings, TCP values, soil classification test results (moisture, plasticity index, percent passing #200 sieve), results of unconfined compression tests, available TxDOT design memorandum, local professional experience and site geology. Based on the relatively consistent subsurface conditions encountered at the site, and the nearly equal maximum heights (approximately 10 and 11 feet), external stability analyses for these walls can likely be performed using a single cross section. Rone recommends the following minimum factors of safety (FS): • Bearing Capacity: FS ≥ 2.0 • Sliding: FS ≥ 1.5 • Overturning: FS ≥ 2.0 5.10 Global Stability Analysis Global stability of selected wall sections was evaluated for long-term conditions using long-term material properties used in the external stability analyses. Short-term analyses were not performed since experience has shown that long-term conditions control MSE design in this region. Slide 7.0, a software package commercially available through Rocscience, was used to perform the analyses. We considered a maximum toe slope of 4H:1 V in our analyses, and included a traffic surcharge of 250 psf near the crest of the walls. The program was used to evaluate the factor of safety in accordance with generalized limit equilibrium (GLE) and Morgenstern -Price methods. The results of the analyses are summarized in the following table. Table 6: Global Stability Analysis Calculated Factor of Safety Wall ID Maximum Wall Height, H (ft) Minimum Reinforcement Length Ratio (UH) Drained Condition (Long Term) 105 pcf 120 pcf 130 pcf RWWB108 11 100 1.5 1.5 1.5 RWEB105 11 11 100 1.5 1.5 1.5 RWWB106 100 1.5 1.5 1.5 RONE/ Based on results of the analyses, the analyzed sections achieve the TxDOT recommended minimum factor of safety (FS=1.5) for global stability. We understand that at some locations along the project alignment the MSE walls may be planned on the slopes of the existing roadway embankment. In general, the use of retaining walls at intermediate points (between the "toe" and "crest" of the slope) along the existing slopes should be avoided when possible. Where this condition cannot be reasonably avoided, the slope in front of the wall should be limited to 4H:1V (3H:1V for RWWB106) to reduce the risks of possible wall instability at the base of the walls. 5.11 Lateral Earth Pressures The magnitude of lateral earth pressures against the bridge abutment walls will depend on the method of backfill placement, the type of backfill soils, drainage conditions, and whether the wall is permitted to yield laterally after construction. Typically, retaining walls are designed to allow sufficient translational and rotational movements to develop active lateral earth pressure conditions. Lateral movements of approximately 1 to 2 percent of the wall height are generally required to mobilize the active pressures of the backfill soils. If the retaining walls are restrained, the wall will be subjected to the at -rest lateral earth pressures, which are greater than the active lateral pressures. Recommended design lateral equivalent fluid pressures for the retaining walls are presented in the following table. RON j Table 7: Lateral Earth Pressures for Level Backfill Equivalent Fluid Lateral Earth Equivalent Fluid Pressure Pressure Pressure Drained Backfill Type Coefficient Pressures (pcf) Undrained Pressures (pcf) Active At -Rest Active At -Rest Active I At -Rest Free draining granular 0.31 0.47 38 59 82 92 materials 42 62 Select fill 0.33 0.50 83 I 94 On -site fat clayey soils (CH) (Minimum Friction Angle=15 0.59 0.74 74 93 99 109 degrees and Unit Wt.=125 pcf) On -site lean clayey soils (CL) (Minimum Friction Angle=17 0.55 0.71 68 88 97 107 degrees and Unit Wt.=125 pcf) Note: The above values assume level back -slope conditions behind the wall and do not include any surcharge effect. All surcharge loads should be multiplied by the respective lateral earth pressure coefficients and added to the equivalent fluid pressures to determine the lateral earth pressures acting on the walls. If the surcharge loading is located a distance away from the back of the wall greater than the wall height, the lateral pressure to the wall from the source will be minimal. 5.12 MSE Wall Backfill Three types of backfill material that could be considered for the area behind the reinforced zone of the MSE walls include: • Free Draining Gravel or Sand: Granular, free draining materials that include sand, crushed stone, sand/gravel mixtures, or sand/crushed stone mixtures. The material should have less than 5 percent material passing the No. 200 sieve and less than 40 percent passing the No. 40 sieve. The minus 40 sieve material should be non -plastic. ASTM C33, Size 57 or 67 coarse concrete aggregate will meet these requirements. Crushed concrete that meets these criteria may also be used. The gravel free draining materials should be wrapped in a proper filter fabric. RONE / • Select Fill: Select fill material used as backfill should be a sandy clay or clayey sand, with a liquid limit (LL) of less than 40. The plasticity index (PI) of this material should be 15 or less. • On -Site Soils: The on -site soils (clayey soils) should be free of organic matter and other deleterious material clods and rock fragments larger than 4 inches. The wall backfill limits should extend outward at least 3 feet from the base of the wall and then upward on a 1H:1V V slope or flatter. We recommend that a minimum 2 -foot thickness of well - compacted (minimum of 95 percent of the material's maximum dry density as determined by TxDOT 114-E), impervious clay cover be placed over the free -draining and select fill backfill types to limit infiltration in areas that are not covered by pavement or flatwork. A geotextile filter fabric should be placed between the free -draining and select fill backfill and the clay cover materials to limit infiltration of fines into the backfill. Wall backfill materials should be placed in loose lifts less than 9 inches thick and uniformly compacted to a minimum of 95 percent of the material's maximum dry density as determined by TxDOT-114-E. The moisture contents for cohesive backfill soils, if used, should be in the range of +2 to +6 percentage points above the optimum moisture content as determined by test method TxDOT-1 14-E. The moisture content for granular materials or select fill should be in the range of -1 to +3 percentage points above the optimum moisture content. Care should be exercised to avoid overstressing the wall by operating heavy compaction equipment too close to the back of the wall. In general, only light compaction equipment, less than 2,000 pounds, should be allowed to operate within 5 feet of the back of the wall. 5.13 Wall Drainage We recommend that positive drainage be provided for the backfill materials so that hydrostatic pressures are not allowed to develop behind the walls, or that the walls be designed to withstand the equivalent fluid pressures with hydrostatic surcharge. The upper surface of the wall backfill should be sloped to provide for positive drainage away from the wall and minimize the potential for infiltration of surface water into the backfill. RONE/ If select fill or on -site soil is chosen as backfill, then a vertical wall drain consisting of a 6 -inch thickness of free -draining coarse aggregate (protected by a suitable geotextile filter) or a composite geosynthetic drainage medium with similar transmissivity is recommended for walls with a height greater than 4 feet. The wall drain should be located immediately behind the wall and extend from the level of longitudinal drains. The wall drains should transport water away from the base of the wall and away from the adjacent slopes. If free -draining aggregate backfill is used, a vertical wall drain is not be necessary; however, in this case, we recommend that a 2 -foot -thick, well -compacted, impervious clay cover be placed over the backfill surface to minimize infiltration in areas that are not covered by pavement or flatwork. A geotextile filter fabric should be placed between the aggregate backfill and the clay cover materials to reduce infiltration of fines into the backfill. Longitudinal drains should consist of a 4 -inch diameter perforated underdrain pipe embedded in a free -draining gravel drain wrapped in a suitable geotextile. This should flow by gravity to a suitable outfall point. Additional drainage can be provided with weep holes through the wall. 5.14 Backfill Settlement It is recommended that all backfill and associated new fill placed behind the walls be constructed in well -compacted lifts. Special care must be exercised to "tie in" the backfill with adjacent undisturbed, firm, natural soils by providing deep benches into the firm natural soil during placement of each fill lift. All loose materials and "slope wash" that may accumulate in the wall excavation during construction should be completely removed prior to placement of the backfill materials. Some post -construction settlement of the backfill surface should be anticipated. This is typically on the order of one percent of the backfill height (or more), even if satisfactory compaction of the backfill materials is achieved. Therefore, it is recommended that special consideration be given to the design of any foundation elements, slabs and pavements that may extend over this backfill to help minimize the effects of such settlements. RON / 6 PAVEMENTS This report includes recommendations for both rigid and flexible pavements. The design team may select either pavement type depending on a number of considerations, including the project's performance criteria, expected life cycle costs, appearance and initial cost. Flexible pavement systems typically have a lower initial construction cost when compared to rigid pavements. However, maintenance requirements over the life of the pavement are typically much lower for rigid pavements, and many consider the long-term appearance of rigid pavements an advantage. Properly maintained flexible pavements typically require regularly scheduled observation and repair, and the placement of an overlay and/or other pavement rehabilitation during the design life should be assumed when designing a flexible pavement, especially given the high projected traffic counts that were provided to Rone as part of this geotechnical study. Rigid pavements tend to be more durable and require less maintenance after construction, and rehabilitation and/or reconstruction of the pavement section is not typically considered a part of the pavement life cycle. When designing proposed pavement sections for roadways and ramps, subgrade conditions must be considered, along with expected traffic use/frequency, pavement type and design period. It is our understanding that TxDOT is considering a full depth Hot Mix Asphalt (HMA) section in lieu of a lime treated subgrade and PCC section, for the exit ramp, in an effort to reduce the construction schedule. Note 1: The provided traffic counts provide design ESAL counts of over 600 million ESAL's over a 30 year design life, which exceeds the maximum TXDOT standard design traffic counts. Therefore, we have provided a 12 -inch thick PCC section with the maximum ESAL's for that section. If a thicker section is desired, that is in line with the forecast traffic count, we should be notified so that we can reevaluate these recommendations. Note 2: it is our understanding that the Owner prefers a pavement section based on future projected traffic counts for the new exit ramp, turn lanes and road widening. The provided pavement sections are significantly different from the existing sections; therefore, differential movements may occur within the transition zones. If unacceptable movements occur, concrete and/or HMA milling may be required to periodically adjust the top of pavement elevation. RON,,j 6.1 Rigid Pavements — Trinity Boulevard The following information and assumptions were used in our analysis: • design life of 30 years • k -value of 150 pci for lime treated subgrade • reliability of 90 percent • initial serviceability, po, of 4.5 and a terminal serviceability, pt, of 2.0 for concrete pavements • load transfer coefficient of 2.8 • drainage coefficient of 1.0 The pavement thickness determinations were performed in accordance with the "1993 AASHTO Guide for the Design of Pavement Structures" guidelines'. The minimum pavement sections are presented in the table below. These pavement sections are estimates based on assumed traffic volumes. A more precise design can be made with detailed traffic loading information. Table 8: Minimum Pavement Sections and Calculated Traffic Concrete Maximum Lime Aggregate HMA Base I Thickness Traffic Use Design Treated Base Course (in) & ESAL's Subgrade I Course* Type B I Compressive (inches) (inches) f (inches) Strength (psi): Exit Ramp and Trinity 43,462,000 8 4 2 12/4,000 Boulevard Note: Please refer to local municipal requirements and use the design criteria, which will result in the stronger, more durable pavement section. Note: TxDOT Item 247, Type A or C, Grade 1-2 or 5 The concrete minimum 28 -day compressive strength should be selected based on the expected traffic. As a minimum, reinforcing steel should consist of #3 bars spaced at a maximum of 18 inches on center in each direction. Pavement recommendations are based on the assumed loading conditions and commonly accepted design procedures that should provide satisfactory performance for the design life of the pavement. The concrete pavement should have between 4 and 6 percent entrained air. I httt'v.J ,ivcnxntintcractic tic_ 1�)')�-;atshtu nt i�l-lri�cmrnt-structural-dr;i�n RON Hand -placed concrete should have a maximum slump of 5 inches. A sand -leveling course should not be permitted beneath pavements. All steel reinforcement, dowel spacing/diameter and pavement joints should conform to applicable city standards. Saw cutting should be performed in specified locations to control cracking due to shrinkage. Saw cutting should begin as soon as the concrete has obtained enough strength to keep from raveling, but before cracks can be initiated internally. Saw cut depths generally range from 1/4 to 1/3 of the pavement thickness, but should be performed as directed by the civil engineer. 6.2 Rigid Pavements — Exit Ramp Per TxDOT's request, the exit ramp is to be designed as a full depth asphalt section. The following information and assumptions were used in our analysis: • design life of 20 years • CBR of 25 for HMA Base Course Type B and Resilient Modulus of 4,500 psi • reliability of 80 percent • initial serviceability, po, of 4.2 and a terminal serviceability, p(, of 2.0 for flexible pavements • overall standard of deviation of 0.45 The pavement thickness determinations were performed in general accordance with the "1993 AASHTO Guide for the Design of Pavement Structures" guidelines. The minimum pavement sections are presented in the table below. These pavement sections are estimates based on assumed traffic volumes. Table 9: Minimum Pavement Sections and Calculated Traffic for Exit Ramp Maximum HMA Base HMA Surface Traffic Use Design Course Course ESAL's Type B Type C (inches) (inches) Exit Ramp 43,462,000 20 2 RONE/ Periodic maintenance (i.e. sealing of cracks and joints) should be performed to reduce water intrusion into the lime treated layer and underlying clay subgrade, The pavement surface should be contoured such that surface water drains off and away from the pavement or into inlets. Water allowed to pond on or adjacent to pavement surfaces could saturate the subgrade soils leading to premature pavement failure. Pavement recommendations are based on the assumed loading conditions and commonly accepted design procedures that should provide satisfactory performance for the design life of the pavement. 6.3 Pavement Subgrade Preparation All topsoil, vegetation and any unsuitable materials should be removed. The pavement subgrade should be proofrolled with a fully loaded tandem axle dump truck or similar pneumatic -tire equipment to locate areas of loose subgrade. In areas to be cut, the proofroll should be performed after the final grade is established. In areas to be filled, the proofroll should be performed prior to placement of engineered fill and after subgrade construction is complete. Areas of loose or soft subgrade encountered in the proofroll should be removed and replaced with engineered fill, or moisture conditioned (dried or wetted, as needed) and compacted in place. These clay soils typically have a low shear strength when wet. Lime is commonly used for treating clay soils. It is estimated that 6 to 8 percent hydrated lime by dry weight (36 to 48 pounds per square yard per 8 -inch depth) will be required to treat the existing soils. The actual lime requirement and sulfate levels should be determined after the pavement subgrade has reached final grade. Lime treatment should be performed in accordance with Item 260, current Standard Specifications for Construction of Highways, Streets, and Bridges, Texas Department of Transportation (TxDOT) or applicable standards. Sulfate levels should be less than 2,000 ppm. The lime treated subgrade should have a plasticity index between 5 and 15, be compacted between 95 and 100 percent of standard Proctor maximum dry density (ASTM D698) at a moisture content at or above the optimum moisture content (opt +). The amount lime for subgrade treatment should be determined when the site is graded and the pavement subgrade exposed. This can be achieved by standard lime series tests. RONE / It should be understood that lime treating the upper 8 inches of the subgrade soils will not reduce the shrinking and swelling of the subgrade, which occurs with normal seasonal moisture fluctuations. Therefore, some differential vertical movements of the pavements should be expected. Lime treatment will, however, provide a working platform during construction and create a less erodible subgrade for pavement support. This will reduce the potential for voids to develop beneath the pavement, which increases the risk of pavement distress and possible failure. The non -pumping subgrade should extend a minimum of 24 inches outside the curb line. This will improve the support edge of the pavement and lessen the edge effect associated with shrinkage during dry periods. The use of sand or select fill as a leveling course beneath the pavement should be prohibited as these more porous soils allow water inflow between the pavement and subgrade-causing heave and strength loss of the subgrade. Utility trenches that lie beneath the pavement must be properly compacted prior to the treatment of the pavement subgrade. The use of sand or select fill as a leveling course beneath the pavement should be prohibited as these more porous soils allow water inflow between the pavement and subgrade-causing heave and strength loss of the subgrade. It is crucial that the moisture content and compaction be maintained until the concrete is placed. If the treated subgrade is allowed to dry prior to the concrete placement, the risk of shrinkage cracks within the PCC surface is greatly increased. 6.3.1 Construction and Maintenance Recommendations Proper drainage should be provided both during and after construction. The pavement surface should be contoured such that surface water drains off, away from the pavement and into inlets. Water allowed to pond on or adjacent to pavement surfaces will saturate the subgrade soils leading to premature pavement failure. RON In order to reduce potential differential movement across the pavements, resulting from infiltration of surface water, all joints should be adequately sealed. Maintenance should include a regular maintenance schedule to identify and seal cracks. A flexible joint material should be used to seal cracks as they degrade, which can occur during the design life of pavements. 7 SITE PREPARATION AND FILL PLACEMENT The following recommendations for site preparation and fill placement may contain elements that do not appear to apply to the presently known conditions at the project site. These items have been included in this appendix since our experience has been that unforeseen obstacles are encountered on some project sites, and progress can be delayed while written guidance is prepared. While we cannot cover every possible circumstance, we have attempted to address the most frequently occurring issues in this report section. 7.1 General All pavement should be designed to accommodate anticipated potential movements as presented in section 5.2 Potential Vertical Rise. Every attempt should be made to limit the extreme wetting or drying of the subsurface soils because swelling and shrinkage of these soils will result. Standard construction practices of providing good surface water drainage should be used. All grading should provide positive drainage away from the paving and should prevent water from collecting near the edge of pavements and structures. Also, ditches or swales should be provided to carry the run-off water both during and after construction. Utility excavation and/or site preparation may expose shallow rock, which can be difficult to excavate. The contractor selected should have experience in construction and excavation within these formations. Backfill for utility lines or along the perimeter beams should consist of site -excavated soil. If the backfill is too dense or too dry, it will swell and a mound will form along the trench line. If the backfill is too loose or too wet, it will settle and a depression will form along the trench line. Backfill should be compacted as recommended in section 7.2.1 Site Preparation, Table 10. RON ) If granular material is used for embedment in utility trenches we recommend placing a clay plug, as a replacement for the granular embedment, at the location where the city line is located, at the location where the utility enters the structure, and at other connections, The intent is to stop any free moisture from passing through the granular embedment and entering the soil beneath the structures. Root systems from trees and shrubs can draw a substantial amount of water from the clay soils causing the clays to dry and shrink. This could cause settlement beneath pavements and retaining walls. Trees and large bushes should be located a distance equal to at least one-half their anticipated mature height away from the structures. 7.2 Earthwork 7.2.1 Site Preparation Preparation of the site, for any future construction, should include the removal and proper disposal of any obstructions that would hinder construction. These obstructions should include all abandoned structures, foundations, debris, water wells, septic tanks and loose material. It is the intent of these recommendations to provide for the removal and disposal of all obstructions not specifically provided for elsewhere by the plans and specifications. In general, we recommend that all active utilities that would extend beneath the retaining walls and pavement, and are not intended to provide service to the structure, be rerouted around the footprint. Any abandoned lines should be removed and disposed of properly. All abandoned utilities within the footprints that are not removed represent a risk to future performance; if the lines are abandoned in place, they must be fully grouted and capped so that the pipes do not provide a ready conduit for water. This study was not prepared for use in evaluating the rippability or excavatability of the subsurface materials at this site, or for use in estimating the number of trucks needed to haul away excavation spoils based on the expected volume of excavated materials. The contractor must use his or her own experience in the area of this site when forming conclusions regarding appropriate means RON ) and methods to accomplish the planned construction, specifically including excavation tools, excavation rates, and number of trucks. Excavations at this site are likely to expose shallow rock, which can be difficult to excavate. The selected contractor should have experience in construction and excavation within this formation. All excavations should be sloped, shored, or shielded in accordance with OSHA requirements. All concrete, trees, stumps, brush, abandoned structures, roots, vegetation, rubbish and any other undesirable matter should be removed and disposed of properly. It is the intent of these recommendations to provide a loose surface with no features that would tend to prevent uniform compaction by the equipment to be used. All areas to be filled should be disced or bladed until uniform and free from large clods. Soils should be brought to the proper moisture content and compacted as indicated in Table 10 Fill Placement Criteria, below. Table 10: Pavement and Utility Fill Placement Criteria* Item Description Plasticity Compaction Density Moisture Requirement Standard Requirement Requirement General 95% to 100% of Optimum moisture On -site soils grading None ASTM 0698 maximum dry to 4% above density optimum moisture Imported General Liquid Limit less 95% to 100% of Optimum moisture fill grading than 50 ASTM 0698 maximum dry to 4% above density optimum moisture 95% to 100% of At least 2% above 0-10' below maximum dry optimum moisture Utility backfill grade density On -site soils None ASTM 0698 >10' below Minimum 100% of Minus 2% to plus grade maximum dry 2% of optimum density moisture Moisture Non lime - treated Minimum of 95% Optimum moisture treated soils pavement None ASTM 0698 of maximum dry to 4% above subgrade density optimum moisture Lime treated Pavement Minimum of 95% Optimum moisture subgrade support PI <15 ASTM 0698 of maximum dry to 4% above density optimum moisture Aggregate Per TxDOT Item 95% to 100% of Per TxDOT Base Pavement 247, Type A or D TEX 113-E maximum dry TEX 11133E -E Grade 1-2 or 5 density * See above MSE sections for MSE wall backfill and subgrade requirements RON / 7.2.2 Site Grading Site grading operations, where required, should be performed in accordance with the recommendations provided in this report. The site grading plans and construction should strive to achieve positive drainage around all sides of the structures. Inadequate drainage around structures built on -grade will cause excessive vertical differential movements to occur. 7.2.3 Utility Backfill If on -site clayey soils are used as backfill, these materials should be placed in maximum 6 -inch lifts and properly compacted to between 95 and 100 percent of the maximum dry density, as determined by Standard Moisture Density Relation test (ASTM D 698), and at a moisture content of at least two percentage points (min +2%) above the soils optimum moisture content. In instances where utility lines are more than 10 feet deep, the backfill below 10 feet should be compacted to 100 percent of the maximum dry density, as determined by Standard Moisture Density Relation test (ASTM D 698), and at a moisture content of within two percentage points (-2 to +2%) of the soils optimum moisture content. It is typical for fills over 10 foot in depth to experience settlement. On an average, fills over 10 feet will experience between 1 and 2 percent settlement. This should be considered when designing utility lines beneath pavements, flatwork or any structure. 7.2.4 Density Tests Field density tests should be made by the geotechnical engineer or his representative. Density tests should be taken in each layer of the compacted material below the disturbed surface. If the materials fail to meet the density specified, the course should be reworked as necessary to obtain the specified moisture content and compaction. The specified moisture content and compaction must be maintained until placement of the overlying lift or construction of overlying flatwork. Failure to maintain the moisture content and compaction could result in excessive soil movement and can have a detrimental effect on overlying structure such as shallow foundations and floor slabs. The contractor must provide some means of controlling the moisture content and compaction (such as water hoses, water trucks, etc.). Maintaining subgrade moisture and compaction is always critical, but will require RONE/ extra effort during warm, windy and/or sunny conditions. Density and moisture testing is recommended to provide some indication that adequate earthwork is being provided. However, the quality of the fill is the sole responsibility of the contractor. Satisfactory testing is not a guarantee of the quality of the contractor's earthwork operations. 7.3 Construction Observations In any geotechnical study, 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, during construction quite often anomalies in the subsurface conditions are revealed. The potential for the presence of varied geologic formations and significantly different support conditions at this site, which could result in changes in our design recommendations, increases the risk of damaging soil movements at this site. Therefore, it is recommended that Rone be retained to observe earthwork and foundation installation and perform materials evaluation and testing during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. 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 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 STUDY CLOSURE The analyses, conclusions and recommendations contained in this study are based on site conditions as they existed at the time of the field exploration 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 RONEj excavations, we 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 study 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 study to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that Rone be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this study. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the study, and such other field observations as might be necessary. This study has been prepared for the exclusive use of CLIENT and their designated agents for specific application to design of this project. 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 warranty, expressed or implied, is made or intended. 9 COPYRIGHT 2018 RONE ENGINEERING SERVICES, LTD. This document, including all text and graphics, are copyrighted materials that are the property of Rone Engineering Services, Ltd. except as otherwise noted. This document may not be used, in whole or in part, without the express written permission of Rone Engineering Services, Ltd. APPENDIX A U, i v H I'.1cl.0 I<u ' L Hat.' iO( Ra tJ tD E) N N 0I Ivllcfw-IV / A u SCALE: NTH •v Or , uli ,. h dw.iy dD1 XI83 . wrlf +1I ' q Euless 4 port F w = ' •v+ t�7 r a - n i X I— r r, r. - to L____, SI ��.Mty Blvd C alta•s,,ay Cervel?ry Rd PROJECT NO: 18-22721 PLATE A.1 FILE NAME: 18227 1.DWG VICINITY MAP R O N E DRAWN BY: CM DATE: 6-11-2018 STATE HIGHWAY 360 & TRINITY BLVD REVISED BY: DATE: E N G I N E E R I N G FORT WORTH, TEXAS REVISED BY: A nnnnvrn flu. DATE: VLA M1 •r.- r 44 ^^A 1,'. :10 •l ° RON E E N G I N E E R I N G .' fit• PLATE A.3 BORING LOCATION DIAGRAM STATE HIGHWAY 360 & TRINITY BLVD FORT WORTH. TEXAS FL rs IA1 •� 1 !1I! rr 11 ..1 IFI 1 1 IWI �. l• PROJECT NO 18-22721 FILE NAME: 1822721.DWG DRAWN BY: CM DATE: 7-23-2018 REVISED BY: DATE: REVISED BY: DATE APPROVED BY: KM DATE: 7-23-2018 i SWELL TEST RESULTS Geotechnical Engineering Report State Highway 360 and Trinity Boulevard Fort Worth, Texas Rone Project Number: 18-22721 Boring Depth (ft) Liquid Limit Plastic Limit Plasticity Index Initial MC (%) Final MC (%) Load (psf) Swell (%) RW-1 6 44 16 28 19 21 750 0.1 RW-1 18 n/a n/a n/a 20 18 2,250 -0.2 RW-2 7 40 14 16 14 26 27 17 21 19 19 23 18 19 875 2,875 4,125 -0.1 -0.4 -0.7 _ RW-2 23 43 RW-2 33 31 RW-3 _ 5 35 14 21 14 16 625 -0.1 RW-3 23 35 13 22 19 16 2,875 -0.6 RW-4 7 29 13 16 18 19 875 0.0 RW-5 5 25 15 20 10 30 15 14 20 17 625 1,625 3.4 1.7 RW-5 13 50 RW-6 8 35 15 14 20 22 14 11 15 18 1,000 625 -0.1 1.8 RW-8 RW-8 5 13 36 34 16 18 17 20 1,625 -0.1 RW-8 23 52 16 35 13 17 2,875 0.5 RW-9 5 46 13 34 27 29 625 0.4 RW-9 13 39 12 27 16 16 1,625 -0.4 RW-9 28 64 25 39 22 24 3,500 0.9 RW-10 13 39 13 14 26 14 14 16 19 15 1,625 2,250 0.0 -0.8 RW-10 18 28 RW-11 5 29 13 16 20 21 625 -0.2 RW-12 7 30 13 17 21 22 875 -0.1 RW-12 13 37 14 23 10 16 1,625 0.5 RW-13 5 38 16 22 18 20 625 0.1 P-2 2 46 14 32 9 17 250 3.1 P-3 2 45 14 15 30 17 13 13 21 15 250 250 3.1 -0.1 P-4 2 32 P-6 2 35 13 22 10 13 250 0.0 Plate A.4 SOLUBLE SULFATE TEST RESULTS Geotechnical Engineering Report State Highway 360 and Trinity Boulevard Fort Worth, Texas Rone Project Number: 18-22721 Boring Depth (ft) Soluble Sulfate Content (ppm) RW-1 RW-5 3-4.5 18-19 1,100 2,800 800 RW-6 18-19 RW-8 13-14 2,920 RW-9 5-7 1 2,700 RW-9 28-29 11,600 RW-11 2-3 6,240 RW-13 1-3 2,300 GM -1 48-49 760 P-1 P-2 5-7 2,180 0-2 2,320 P-3 5-7 14,480 P-3 7-9 4,560 P-5 5-7 2,660 P-6 5-7 2,360 Plate A.5 Snail Version 2.0.3.1 - Ramp wall 10:05:06 on 07/19/18 Analysis Method: ASD 0 5 10 15 20 25 30 Analysis Scenario: Permanent - -- Minimum Factor of Safety: 1.40 60 Calculated Service Load at Soil Nail Head (Empirical), To: 2.1 kips Allowable Facing Resistance, F_allowable (Entered): 27.9 kips F_allowable a To OK 55— 250 psf 250 psf 50- 45 C O r4 35 30 25 80 RONE ENGINEERING 0=0.750 inches fy=75.0 ksi 1 0=0.750 inches fy=75.0 ksi I. .i I 85 90 95 100 105 110 Distance - feet PLATE A 6 RAMP WALL SNAIL DIAGRAM STATE HIGHWAY 360 & TRINITY BLVD FORT WORTH. TEXAS I y=120 pct q'=20.0c=200 psf qn=3.30 psi I 115 120 125 130 PROJECT NO: 18-22721 FILE NAME: 1822721.DWG DRAWN BY: CM I DATE: 7-19-2018 REVISED BY: DATE: REVISED BY: DATE: APPROVED BY: KM DATE: 7-19-2018 O 1.5 Unit Weight Cohesion I Phi Material Name Color (Ibs/ft3) (Psi) (deg) Fat Clay (CH) 120 200 20 Concrete — 120 5000 50 50 _ 60 70 80 90 100 110 251 00 i0 02 120 130 VA 'Ar' 140 I R O N E l EN GIN E E R I N G jlI PLATE A.7 1 RAMP WALL GLOBAL STABILITY DIAGRAM I STATE HIGHWAY 360 & TRINITY BLVD I FORT WORTH, TEXAS PROJECT NO: 18-22721 FILE NAME: 1822721.DWG I DRAWN BY CM DATE' 7-17-2018 REVISED BY: DATE: REVISED BY: DATE: APPROVED BY: KM DATE: 7-17-2018 1.5 O In 0 0 10 20 30 40 _ 50 60 70 80 J R O ENGINEERING PLATE A.8 TRINITY MSE RETAINING WALLS GLOBAL STABILITY DIAGRAM STATE HIGHWAY 360 & TRINITY BLVD FORT WORTH, TEXAS PROJECT NO: 18-22721 FILE NAME: 1822721.DWG DRAWN BY: CM DATE: 7-24-2018 REVISED BY: I DATE: REVISED BY: DATE: APPROVED BY: KM DATE: 7-24-2018 1.5 RONE E N G I N E E R I N G PLATE A.9 TRINITY MSE RETAINING WALLS GLOBAL STABILITY DIAGRAM STATE HIGHWAY 360 & TRINITY BLVD FORT WORTH, TEXAS PROJECT NO: 18-22721 FILE NAME: 1822721.DWG DRAWN BY CM DATE: 7-24-2018 REVISED BY: ( DATE: REVISED BY: DATE: APPROVED BY: KM DATE: 7-24-2018 1.5 0 _ 10 - 20 - - 30 40 50 60 70 RONE ENGINEERING PLATE A.10 TRINITY MSE RETAINING WALLS GLOBAL STABILITY DIAGRAM STATE HIGHWAY 360 & TRINITY BLVD FORT WORTH. TEXAS PROJECT NO: 18-22721 FILE NAME: 1822721.DWG DRAWN BY! CM DATE: 7-24-2018 REVISED BY. DATE: REVISED BY: DATE: APPROVED BY: KM I DATE: 7-24-2018 1.5' 0 0 r c co 0 10 20 30 40 50 60 70 • BONE E N G I N E E R I N G PLATE A.11 TRINITY MSE RETAINING WALLS GLOBAL STABILITY DIAGRAM STATE HIGHWAY 360 & TRINITY BLVD FORT WORTH, TEXAS PROJECT NO: 18-22721 FILE NAME: 1822721.DWG DRAWN BY: CM DATE: 7-24-2018 REVISED BY DATE: REVISED BY: I DATE: APPROVED BY: KM DATE: 7-24-2018 1.5 oI N � 0 -30 -20 •10 0 10 20 30 40 50 60 70 80 RONE E N G I N E E R I N G PLATE A 12 TRINITY MSE RETAINING WALLS GLOBAL. STABILITY DIAGRAM STATE HIGHWAY 360 & TRINITY BLVD FORT WORTH, TEXAS PROJECT NO: 18-22721 FILE NAME: 1822721.DWG DRAWN BY: CM DATE: 8-20-2018 REVISED BY: DATE REVISED BY DATE: APPROVED BY: KM DATE: 8-20-2018 Project No.: 18-22721 Tested By: KL Date: 5/18/2018 Strength Parameter Peak Sample No.: RW-1 Checked By: JN Date: 5/29/2018 Cohesion (psf) 800 Depth (ft.): 8-10 Soil Description: Brown and Reddish Brown Lean Clay Friction Angle (deg.) 19 Tiral No. 1 2 Water Content (%) 18.0 18.0 1 18.0 Dry Density (pcf) 106.9 112.5 102.6 Initial Diameter (inch) 2.500 2.500 2.500 Height (inch) 1.000 1.000 1.000 Water Content (%) 19.0 17.1 21.0 At Test Height (inch) 1.001 1.002 0.993 Normal Stress (psf) 626 864 _697 L 969 1,187 1,125 Peak Failure Stress (psf) Strain (%) 1.7 2.2 2.7 -U.0 I -0.010 -0.008 -0.006 -0.004 -0.002 0.000 0.002 0 004 0.006 n nna v V v 000 0.05 010 0.15 0.20 0.25 0.30 Horizontal Displacement (inch) a 0 C v 0 0 o _ _ O Peak Strength a p i in � oo--at1125PSF N i� ati ' _ at 1687 5 PSF N o -at 2250 PSF Strength Envelope: c = 800 psf, phi = 19 degrees 0 0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 Normal Stress (psf) Notes: Test results from geotac equipment V.c 10 UI 0.8 a In 0.6 d 0.4 0.2 00 PLATE A 13 R O NE DIRECT SHEAR TEST RESULTS STATE HIGHWAY 360 & TRINITY BLVD ENGINEERING FORT WORTH, TEXAS 0.00 0.05 0 10 0.15 020 0.25 030 Horizontal Displacement (inch) PROJECT NO: 18-22721 FILE NAME: 1822721.DWG DRAWN BY: CM I DATE: 7-24-2018 REVISED BY: DATE REVISED BY DATE: APPROVED BY: KM DATE: 7-24-2018 Project No.: 18-22721 Tested By: KL Date: 5/25/018 Strength Parameter Peak Sample No.: RW-1 Checked By: JN Date: 6/20/!018 Cohesion (psf) 190 Depth (ft.): 18-20 Soil Description:: Brown Gravelly Clay Friction Angle (deg.) 44 Tiral No, 1 2 Water Content (%) 18.7 18.9 18.0 Dry Density (pcf) 107.7 106.2 112.6 Initial Diameter (inch) 2.500 2.500 2.500 Height (inch) 1.000 1.000 1.000 I Water Content (%) i 19.7 19.9 18.6 At Test Height (inch) 0.992 0.983 0.994 Normal Stress (psf) 2,383 I 3,497 4,891 Peak Failure Stress (psf) 1,745 j 2,603 3,518 Strain (%) 5.2 7.7 5.9 0 o ;f 0 N O Peak Strength a o m o - - - - - - - - -- — at 2375 PSF va o ` ' — at 3562.5 PSF `a o - Ic w - at 4750 PSF Ul o-- Strength Envelope: c = 190 psf, phi = 44 degrees J77 °7\\ o 0 1,000 2.000 3.000 4,000 5,000 6,000 7,000 8.000 9,000 10.000 Notes: Test results from geotac equipment 0 000 0.002 0.004 0.006 0.008 a 0.010 0.012 0.014 > 0.016 0.018 0 020 Result 1 - Result 2 Result 3 0.00 0.05 0.10 0.15 0.20 025 0.30 Horizontal Displacement (inch) 4.0 3.5 3.0 2.5 in 2.0 y 1.5 fJJ 1.0 0.5 00 -- Result 1 -Result 2 - Result 3 0.00 0.05 0.10 0.15 0.20 0.25 0.30 Horizontal Displacement (inch) R O N E ENGINEERING PLATE A.1a DIRECT SHEAR TEST RESULTS STATE HIGHWAY 360 & TRINITY BLVD FORT WORTH, TEXAS PROJECT NO: 18-22721 FILE NAME: 1822721.DWG DRAWN BY: CM DATE: 7-24-2018 REVISED BY: DATE: REVISED BY: DATE: APPROVED BY: KM I DATE: 7-24-2018 Client: Rone Engineering, Inc. Project Name: UNIVERSITY OF Project Number: 18-22721 A TEXAS It Project Location 06/27/2018 Test Date: ARLINGTON Tested by: NP CEOTECHNIC.�L RESE..%R('H GROUP Checked by: AB _ RW-02 Boring ID: Depth, ft: 5-7 Visual Description: Black and yellow clay Multi -stage Direct Shear Test of Soils under Consolidated Drained Conditions 2000 1500 1000 U ( C) 500 t'UIICsimi. c' 337.3 ha F'mmn Angle. qi = 17.3' 0 'L____.'1 l. 0 1000 2000 3000 4000 Nnrmal Stress (psf) Test No.: DS -10, 1 1, 12 Initial Diameter. in: _ 2.5 Initial Height, in: Initial Mass, grams: Initial Dry Density, pcf: Initial Moisture C'onicnt, %: Initial Bulk Density. pcf: Initial Degree of Saturation: Initial Void Ratio: Final Dry Density, pcf: Final Moisture Content. %: Final Bulk Density, pcf: _ Normal Stress, psf: Residual Shear Stress, psf: Shear Rate, in/min: Estimated Specific Gravity: 1.0 164 108 15 124 77 0.55 109 18 127 720, 1080. 1440 570. 650, 790 0.00026 2.7 Tube 1000 800 j. 600 rf 400 L 200 0 1, 0.00 0.05 0.10 0.15 0.20 0.25 I lorirnntal Del rmaliun (in.) —7211 pi 10811 p;1 1441) psi -0.015 -0.01 C -0.005 O E 0 0 0.005 0.01 0.015 -'- 0.00 0.05 0.10 0.15 0.20 0.25 Horizontal Deformation (inch) — 720 psf 1080 psf 1440 psf Notes: • Moisture content obtained before and after shear from sample trimmings • Moisture Content detennined by ASTM D2216. • Values for cohesion and friction angle determined from best -fit straight line to the data for the specific test conditions. Actual strength parameters may vary and should be determined by an engineer for site - specific conditions. • Soft Fat clays and white part (Austin chalk) were observed (black and yellow), / RO N E E N G I NEE RING PLATE A 15 DIRECT SHEAR TEST RESULTS STATE HIGHWAY 360 & TRINITY BLVD FORT WORTH. TEXAS PROJECT NO: 18-22721 FILE NAME: 1822721.DWG DRAWN BY: CM DATE: 7-24-2018 REVISED BY: DATE: REVISED BY: I DATE: APPROVED BY: KM I DATE: 7-24-2018 AUNIVERSITY OF ;M TEXAS ARLINGTON GEOTECHNICAL RESEARCH GROUP Client: Ronc Engineering, Inc. Project Name: Project Number: 18-22721 Project Location Test Date: 06/25/2018 Tested by: NP Checked by: AB Boring ID: RW-03 Depth, ft: 7-9 Visual Description: Black and yellow clay Multi -stage Direct Shear Test of Soils under Consolidated Drained Conditions 2000 1500 rA 1000 a� = 500 M1 1 Test No.: Initial Diameter, in: 2.5 Initial Height. in: Initial Mass, rams: 1.0 164 Initial D Density, pcf: _ 109 Initial Moisture Content, %: 15 Initial Bulk Density. pef. 125 Initial Degree of Saturation: 90 I Initial Void Ratio: _ Final Dry Density. ncf: Final Moisture Con tnt, %: 18 I Final Bulk Densit , ncf: Normal Stress, psf: 138 9f0, 1440. 1920 Residual Shear Stress. psf: 550. 700, 850 Shear Rate. in/min: 0.00026 Estimated S ecific Gravit : 2.75 1000 2000 3000 4000 Normal Stress (psf) DS -07. 08. 09 1200 1000 Boo P 600 400 200 0 0.00 0.05 0.10 0.15 0.20 0.25 I luriiontal f)eforntation (in.) --960 psl — 1440 psf -- 1921) psf V.ViJ -0.01 o -0.005 0 0 -� 0.5 _� a 120 } n nnc 1= > 0.01 0.015 0.00 0.05 0.10 0.15 0.20 0.25 Tube Horizontal Deformation (inch) 960 psf —1440 psf --1920 psf Notes: • Moisture content obtained before and after shear from sample trimmings • Moisture Content determined by ASTM D2216. • Values for cohesion and friction angle determined from best -fit straight line to the data for the specific test conditions. Actual strength parameters may vary and should be determined by an engineer for site - specific conditions. • Stiff Fat clays were observed (black and yellow). RONE EN GIN E E P I N G PROJECT NO: PLATE A 1 6 I FILE NAME: DIRECT SHEAR TEST RESULTS DRAWN BY: STATE HIGHWAY 360 & TRINITY BLVD REVISED BY: FORT WORTH, TEXAS I REVISED BY: APPROVED BY 18-22721 1822721.DWG CM DATE: 7-24-2018 DATE: DATE: KM DATE: 7-24-2018 Project No.: 18-22721 Tested By: KL Date: 6/1/2018 Sample No.: RW-4 Checked By: JN Date: 6/8/2018 Depth (ft.): 13-15 Soil Description:: Light Brown and Brown Sandy Lean Clay with Gravel Tiral No. 1 2 3 Water Content (%) Dry Density (pcf) Initial Diameter (inch) Height (inch) 10.9 116.6 2.500 1.000 10.7 114.9 2.500 1.000 9.8 117.1 2.500 1.000 At Test Water Content (%) 15.8 15.9 15.2 Height (inch) 1.001 0.998 1.000 Normal Stress (psf) Peak Failure Stress (psf) 1,922 1,631 2,522 1,996 3,327 2,479 Strain (%) 2.7 j 4.0 3.7 0 0 I S C c I O Peak Strength a o S - -at 1000 PSF va o at 2000 PSF 0 -at 3000 PSF TI) o! —_ _ Strength Envelope: c = 620 psi, phi= 37 degrees 0 1,000 2,000 3.000 4,000 5,000 6,000 7,000 8,000 9,000 10,000 Normal Stress (psf) Notes: Test results from geotac equipment -0.007 -0.006 -0.005 -0.004 E -0.003 ,cv -0.002 a A -0.001 0 • 0.000 0.001 > 0.002 0.003 0.004 0.00 3.0 2.5 2.0 1.5 1.0 0.5 00 PLATE A.17 ,-' DIRECT SHEAR TEST RESULTS RO N E ) STATE HIGHWAY 360 & TRINITY 3LVD FORT WORTH. TEXAS ENGINEERING Strength Parameter Peak Cohesion (psf) 620 Friction Angle (deg.) 37 Result 1 Result 2 Result 3 f 0.05 0.10 0.15 0.20 0.25 0.30 Horizontal Displacement (inch) - Result 1 -Result 2 Imo` Result 3 0.00 005 0 10 0.15 0.20 0.25 0.30 Horizontal Displacement (inch) PROJECT NO: 18-22721 FILE NAME 1822721.DWG DRAWN BY: CM I DATE: 7-24-2018 REVISED BY: DATE: REVISED BY: DATE: APPROVED BY: KM DATE: 7-24-2018 AUNIVERSITY OF TEXAS ARLINGTON GEOTEC'HNIC.. L RESEARCH GROUP Client: Ronc Engineering, Tnc. Project Name: Project Number: 18-22721 Project Location Test Date: 06/22/2018 Tested by: NP Checked by: AB Boring ID: RW-4 Depth, ft: 33-34 Visual Description: Black and yellow clay Multi -stage Direct Shear Test of Soils under Consolidated Drained Conditions tuuuu Cohesion, c' = 2457.9 psf 8000 - Friction Angle, tp' = 16.8° 6000 - 4000 v) 2000 0 I 0 4000 8000 12000 16000 Normal Stress (psf) Teat Nu.. DS -04, 05, 06 Initial Diameter, in: Initial Height, in: L _ 2.5 1.0 Initial Mass, grams: 164 Initial Dry Densiry, pcf: Initial Moisture Content, %: 107 18 Initial Bulk Density, et: 127 Initial De ree of Saturation: 88 Initial Void Ratio: 0.54 Final Dry Density, pcf: - I09 20 Final Moisture Content. %: Final Bulk Densiry, pcf: 131 Normal Stress, psf: 4187, 6280, 8375 Residual Shear Stress, sf: 3824,4188,5037 Shear Rate, in/min: 0.00026 Estimated S ecific Gravit : 2.75 Sample Type: Tube 6000 5000 n 4000 3000 rr 2000 1000 0 0 0.05 0.1 015 0.2 0.25 Horizontal Dclomlation tin - tIs7 p;i -62R0 p.f -75p$ -0.01 G -0.005 C 0 I0 E I- 0 0 a, N U t 0.005 0.01 i 0 0.05 0.1 0.15 0.2 0.25 Horizontal Deformation (inch) —4187 psf —6280 psf —8375 psf Notes: • Moisture content obtained before and after shear from sample trimmings • Moisture Content determined by ASTM D2216. • Values for cohesion and friction angle determined from best -fit straight line to the data for the specific test conditions. Actual strength parameters may vary and should be determined by an engineer for site - specific conditions. • Fat clays were observed (black and yellow). PROJECT NO: PLATE A.18 FILE NAME: R O 9RI�NG DIRECT SHEAR TEST RESULTS DRAWN BY: STATE HIGHWAY 360 & TRINITY BLVD REVISED BY: ENGINE FORT WORTH. TEXAS REVISED BY: APPROVED BY 1822721.DWG CM DATE: 7-24-2018 DATE: DATE: KM DATE: 7-24-2018 Rone Engineering, Inc. Client: Project Name: UNIVERSITY OF Project Number: 18-22721 TEXAS AARLINGTON Pro ect Location 07/08/2018 Test Date: Tested by: NP GEOTECIINICA1. RESEARCH GROUP Checked by: Boring ID: AB _ _ RW-05 Depth, ft: 18-19 Visual Description: Brown clay Multi -stage Direct Shear Test of Soils under Consolidated Drained Conditions 3000 4000 a. 3000 n ."�-, 2000 CI7 L 1000 r) 0 Cuhesion, c' = 1042.3 psf Friction Angle. ip' = 17.5° - - I I l� 0 2000 4000 6000 8000 Nornial Stress (psf) Test No.: DS- 19. 20.21 Initial Diameter, in. _ 2.5 1.0 164 Initial hleight. in: Initial Mass, grams: Initial Dry Density. Dcf: 100 Initial Moisture (.'oi tnnt, %: 20 4 Initial Bulk Densit . ef: _ - 120 _ Initial Degree of Saturation: 27 Initial Void Ratio: 0.89 _ Final DI ! Dcnsii cl-. 100 Final Moisture Content, %: Final Bulk Density. pcf: _ 30 I 129 Normal Stress, psf: 2221), 3331). 4440 Residual Shear Stress, . sf: 1732,2110.2368 Shear Rate. in/min: 0.00026 Estimated S necific Gravity: 2.7 Sample Tvoe: Tube 2500 'l. 2000 1500 I 1000 is 500 0 0 0.05 0.1 015 0.2 0.25 I Iuri/onlal Dctorniation (in- ) 2221) pit 3331) p,l -444(1 pt -0.02 -0.015 -0.01 C -0.005 E 0 J 0.005 0.01 0.015 0.02 0 0.05 0.1 0.15 0.2 0.25 Horizontal Deformation (inch) —2220 psf 3330 psf 4440 psf Notes: • Moisture content obtained before and after shear from sample trimmings • Moisture Content determined by ASTM D2216. • Values for cohesion and friction angle determined from best -fit straight line to the data for the specific test conditions. Actual strength parameters may vary and should be determined by an engineer for site - specific conditions. • Brown clays were observed. RONE E N G I N E E R I N G PLATE A.19 DIRECT SHEAR TEST RESULTS STATE HIGHWAY 360 & TRINITY BLVD FORT WORTH. TEXAS PROJECT NO: FILE NAME: 18-22721 1822721.DWG REVISED BY: DATE: REVISED BY: DATE: APPROVED BY: KM DATE: 7-24-2018 UNIVERSITY OF A TEXAS ARLINGTON GEOTECHNICAL RESEARCH GROUP Client: Rone Engineering, Inc. Project Name: Project Number: 18-22721 Project Location Test Date: 07/08/2018 Tested by: NP Checked by: AB Boring ID: RW-06 Depth, ft: 18-19 Visual Description: Brown and white clay Multi -stage Direct Shear Test of Soils under Consolidated Drained Conditions 5000 3500 Cohesion, c' = I240.8 psf Friction Angle. = 18.7° 4000 ! 3000 tn 2500 3000 2000 2000 I 1000 500 0 0 y 0 0.05 0.1 0.15 0.2 0.; 0 2000 4000 6000 8000 Hnrizonlnl Deformation (in.) Normal Stress (psf) - 2221J psi : i if' p. i 44•►0 p.i Test No.: DS -16. 17, 18 -0.02 -0.015 0.01 o -0.005 Initial Diameter. in: 2.5 Initial I lei ght. in: 1.0 Initial Mass, grams: 164 Initial Dry Density, pet: 114 Initial Moisture Content, %: II Initial Bulk Dcnsity, pel 126 E Initial Degree of Saturation: 93 Initial Void Ratio: I 0.37 __ 114 15 131 2220, 3330, 4440 I )50, 2459, 2620 0.00026 2.7 Tube O w l O 0.005 0.01 0.015 0.02 0 0.05 0.1 0.15 0.2 Horizontal Deformation (inch; —2220 psf 3330 psf —4440 Final Dry Density, pef: Final Moisture Content, %: Final Bulk Density, pet': Normal Stress, sI': Residual Shear Stress,psf: Shear Rate, in/min: Estimated Specific Gravity: Sample Type: 5 ).25 psf Notes: • Moisture content obtained before and after shear from sample trimmings • Moisture Content determined by ASTM D2216. • Values for cohesion and friction angle determined from best -fit straight line to the data for the specific test conditions. Actual strength parameters may vary and should be determined by an engineer for site - specific conditions. • Brown and white(Austin chalk) clays were observed. d / RON E E N G I N E S RING PLATE A.20 DIRECT SHEAR TEST RESULTS STATE HIGHWAY 360 & TRINITY BLVD FORT WORTH, TEXAS PROJECT NO: 18-22721 FILE NAME: 1822721.DWG DRAWN BY: CM DATE: 7-24-2018 REVISED BY: DATE: REVISED BY: DATE: APPROVED BY: KM DATE: 7-24-2018 APPENDIX B LPML.Luivu L.vu County Tarrant Hole RW-1 District Fort Worth NlnCore Highway SH 360 Structure Retaining Walls Date 5/15/18 Jersion 3.3 CSJ Station 0 Grnd. Elev. 476.22 ft Offset 0 GW Elev. 457.22 ft L Trlaxlal Test Properties Elev. O Texas Cone Strata Description Lateral Deviator Wet Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. _(psi) (psi) (pcf)_- PAVEMENT, 2.25 Inches of asphalt+6.25 inches of concrete+2.5 inches of asphalt '5.3 CLAYEY SAND, lime -treated, stiff, 19.7 moist, brown and gray (SC) 13.3 35 19 '3.2 5 7(6)5(6) 470.2 463.2 CLAYEY SAND, stiff, moist, gray, trace aggregate fragments and gypsum (SC) SANDY LEAN CLAY, soft, moist, dark gray, with organics and trace ceriieriled sand (CL) CLAYEY SAND, soft, moist, gray, with trace gravel (SC) CLAYEY SAND, soft, moist to wet, brownish gray, with lignite and trace gravel (SC) _ 14.6 19.2 44 28 _16.745 27 21.2 PP:4.5+, %Pass #200 Sieve PP:2.0, %Pass #200 Sieve:66.1 PP:3.0, %Pass #200 Sieve:46.6 PP:1.0 Remarks: Approximate GPS Coordinates: N 32.823338 W 97.062042. Pocket penetrometer (PP) reading in tsf. Groudwater seepage at 13 feet below ground surface during drilling, and water level at 19 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Savage Logger: Aaron Brewer Organization: Rone Engineering G:\Projecls\2018 Prolecls\18-22700\18-22721 SH 360 and Trinity BoulevardlBoring Logs\Relaining Walls CLG Prepared By. BT Reviewed By: KM PLATE B.1 L/fIL.L.aO'I" LV County Tarrant Hole RW-1 NinCore Highway SH 360 Structure Retaining Walls /ersion 3.3 CSJ Station 0 Offset 0 District Fort Worth Date 5/15/18 Grnd. Elev. 476.22 ft GW Elev. 457.22 ft Trlaxlal Test Properties L Texas Cone Elev. O Strata Description LateraPress. Stress Deviator Wet (ft) Penetrometer ess MC LL PI Den. ft Gr - --- -_ (psi) (PSI) — -(per -CLAYEY SAND, soft, moist to wet, brownish gray, with lignite and trace gravel (SC) 148.2 50 (1.5) 50 (1) CLAYEY SAND, stiff, moist, gray and brown, interbedded with clay and sandy clay layers (SC) Sd AV, very stiff, moist, dark gray, with fine-grained silt/sand laminations, thin seam of strongly cementated mudstone, slightly fissile (CL) 21.5 14.8-- -- Additional Remarks PP:1.5 SPT at 23.5' = 3-4-3 SPT at 28.5' = 12-50/5.5 Remarks: Approximate GPS Coordinates: N 32.823338 W 97.062042. Pocket penetrometer (PP) reading in tsf. Groudwater seepage at 13 feet below ground surface during drilling, and water level at 19 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Savage Logger: Aaron Brewer Organization: Rone Engineering G:\Projects\2018 Projects\18-22700\18-22721 SH 360 and Trinity Boulevard\Boring Logs\Retaining Walls.CLG Prepared By: BT Reviewed By: KM PLATE B.2 County Tarrant NinCore Highway SH 360 torsion 3.3 CSJ L Texas Cone Elev. G (ft) G Penetrometer 35 26 (6) 35 (6) 139.2 40 — 50 (3.25) 50 (3) VfILLIIIU LUU Hole RW-1 Structure Retaining Walls Station 0 Offset 0 District Fort Worth Date 5/15/18 Grnd. Elev. 476.22 ft GW Elev. 457.22 ft Trlaxial Test Properties Strata Description Lateral Deviator Wet Additional Remarks Press. Stress MC LL PI Den. (psi) (psi) (!xf) CLAY, very stiff, moist, dark gray, with fine-grained silt/sand laminations, thin seam of strongly cementated mudstone, slightly fissile (CL) SHALE, hard, dark gray, weathered 13.8 f i I l 50 (3) 50 (2.5) Remarks: Approximate GPS Coordinates: N 32.823338 W 97.062042. Pocket penetrometer (PP) reading in tsf. Groudwater seepage at 13 feet below ground surface during drilling, and water level at 19 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Savage Logger: Aaron Brewer G:\Projects\2018 Projocls\18-22700\18-22721 SH 360 and Trinity Boulevard\Boring Lags\Retaining Walls GLG Organization: Rone Engineering Prepared By: BT Reviewed By: KM DI ATC D I u a1 a o_a_i avu a_UU County Tarrant Hole RW-1 11inCore Highway SH 360 Structure Retaining Walls fersion 3.3 CSJ Station 0 Offset 0 L Texas Cone El ev. O (ft) G Penetrometer (ft) 126.2 50 50(3)50(3.5) 55 - Strata Description SHALE, hard, dark gray, weathered Triaxial Test Properties Lateral Deviator Wet Press. Stress MC LL PI Den. (psi) _(psi) cf District Fort Worth Date 5/15/18 Grnd. Elev. 476.22 ft GW Elev. 457.22 ft Additional Remarks RO - - Remarks: Approximate GPS Coordinates: N 32.823336 W 97.062042. Pocket penetrometer (PP) reading in tsf. Groudwater seepage at 13 feet below ground surface during drilling, and water level at 19 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Savage Logger: Aaron Brewer Organization: Rone Engineering G:\Prolects\2018 Protects\18-22700\18-22721 SH 360 and Trinity Boulevard\Boring Logs\Retaining Walls.CLG Prepared By: BT Reviewed By: KM LJr1ILLIIVVi L.UU " ' County Tarrant Hole RW-2 District Fort Worth NinCore Highway SH 360 Structure Retaining Walls Date 5/17/18 Inrsion 3.3 CSJ Station 0 Grnd. Elev. 477.48 ft Offset 0 GW Elev. 45248 ft L Triaxial Test Properties Texas Cone O Lateral Deviator Penetrometer Strata Description Press. Stress MC LL Wet Additional PI Den. Remarks (ft) G -- ----- ._(L(pL_ (Pct) PAVEMENT, 2 inches of asphalt+7 Inches of concrete '6.7 CLAYEY SAND, lime -treated, stiff, 17.4 PP: 4.5+ moist, tan, with trace gravel 5.5 CLAYEY SAND, stiff, moist, brown and gray, gravelly (SC) 0 28.43 . 14.2 36 21 135.9 PP:4.25, %Pass #200 Sieve:42 '2.5 5 10(6)22(6) CLAYEY SAND, slightly compact, moist, brown, with trace cemented sand (SC) 12.5 PP:3.0 -:I 15.0 40 ..25 PP:3.0, %Pass #200 Sieve:48.8 10 7(6)13(6) - p5.5 i± SANDY CLAY, soft, wet, brown, with trace gravel and lignite (CL) 0 - 31.11 14.6 36 22 _137.4_, PP:2.5, %Pass #200 Sieve:50.1 _ Remarks: Approximate GPS Coordinates: N 32.822791 W 97.061907. Pocket penetrometer (PP) reading In tst. Groudwater seepage at 18 feet below ground surface during drilling, and water level at 25 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Savage Logger: Aaron Brewer Organization: Rone Engineering G:\Projects\2018 Projects\18-22700\I8.22721 SH 360 and Trinity Boulevard\Boring Logs\Retaining Walls CLG Prepared By: BT Reviewed By: KM PLATE B.5 vrtaLLiivU LUG County Tarrant Hole RW-2 NlnCore Highway SH 360 Structure Retaining Walls /ersion 3.3 CSJ Station 0 Offset 0 L Texas Cone Elev. O (it) G Penetrometer 25 22 (6) — 11 District Fort Worth Date 5/17/18 Grnd. Elev. 477.48 ft GW Elev. 452.48 ft Triaxial Test Properties Strata Description Lateral Deviator Wet Additional Remarks Press. Stress MC LL PI Den. _ (psi) (Psi) (pct)- SANDY CLAY, soft, wet, brown, with trace gravel and lignite (CL) SANDY CLAY, stiff, wet, very dark brown and tan, with abundant lignite, and trace gravel and cemented sand (CL) 19.9 24.8 43 27 PP:1.5, %Pass #200 Sieve:60 21.4 PP:4.0 7 (6) 10 (6) Remarks: Approximate GPS Coordinates: N 32.822791 W 97.061907. Pocket penetrometer (PP) reading in tsf. Groudwater seepage at 18 feet below ground surface during drilling, and water level at 25 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Savage Logger: Aaron Brewer Organization: Rone Engineering G:\Projects\2018 Projects\18-22700\18-22721 SH 360 and Trinity Boulevard\Boring Logs\Relaining Walls CLG Prepared By: BT Reviewed By: KM P1 ATI R R NinCore r^rsion 3.3 Elev. (ft) L Texas Cone O Penetrometer G 4.5 35 50(4.5)50(1.5) _. 941.5 40 - UMILLIIVU LUU County Tarrant Hole RW-2 District Fort Worth Highway SH 360 Structure Retaining Walls Date 5/17/18 CSJ Station 0 Grnd. Elev. 477.48 ft Offset 0 OW Elev. 452.48 ft Trlaxlal Test Properties Strata Description Lateral Deviator Wet Additional Remarks Press. Stress MC LL P1 Den. _(psi) (psi) r (pcf) SANDY CLAY, stiff, wet, very dark brown and tan, with abundant lignite, and trace gravel and cemented sand (CL) SANDY CLAY, stiff, tan and gray, laminated with alternating sands and clay, trace gravel SHALE, hard to very hard, with trace lignite and pyrite, light gray sandy laminations, severely weathered to weathered 19.0 . PP:3.5 22.4 PP:3.75 i I I 1 18.3 PP:4.5+ _ __I 50(2)50(21 Remarks: Approximate GPS Coordinates: N 32.822791 W 97.061907. Pocket penetrometer (PP) reading in tsf. Groudwater seepage at 18 feet below ground surface during drilling, and water level at 25 feet at completion. Any ground water elevation- information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Savage Logger: Aaron Brewer Organization: Rone Engineering G:\Projects\2018 Projects\18-22700\18-22721 SH 360 and Trinity Boulevard\Boring Logs\Retaining Walls CLG Prepared By: BT Reviewed By: KM PLATE B.7 __ UMILLINU LUU County Tarrant Hole RW-2 VinCore Highway SH 360 Structure Retaining Walls (erslon 3.3 CSJ Station 0 Offset 0 L Texas Cone Elev. O (n) G Penetrometer 127.5 50 - _ 50 (1) 50 (1) 55 -• Strata Description SHALE, hard to very hard, with trace lignite and pyrite, light gray sandy laminations, severely weathered to weathered District Fort Worth Date 5/17118 Grnd. Elev. 477.48 ft GW Elev. 452.48 ft Triaxial Test Properties Lateral Deviator Wet Press. Stress MC LL PI Den. (psi) (psi)(Dct) Additional Remarks 16.3 PP:4.5+ Remarks: Approximate GPS Coordinates: N 32.822791 W 97.061907. Pocket penetrometer (PP) reading in tsf. Groudwater seepage at 18 feet below ground surface during drilling, and water level at 25 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Savage Logger: Aaron Brewer Organization: Rone Engineering G:\Projecls\2018 Protects\18-22700118-22721 SH 360 and Trinity Boulevard\Boring Logs\Relaining Walls CLG Prepared By: BT Reviewed By: KM PLATE B.8 UFIILLII'IU LUU County Tarrant Hole RW-3 District Fort Worth IVinCore Highway SH 360 Structure Retaining Walls Date 5/18/18 /Prsion 3.3 CSJ Station 0 Grnd. Elev. 478.25 ft Offset 0 GW Elev. 453.25 ft Triaxial Test Properties L Texas Cone Elev. O Strata Description Lateral Deviator Wet Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. (psi) (psi) __.pcf) - SANDY CLAY, stiff, moist, brown, with trace gravel and sand seams (CL) 6.7 PP:4.5+ -- 14.3 34 20 PP:4.5+, %Pass #200 Sie% 14 (6) 23 (6) SANDY CLAY, stiff, moist, tan, with trace gravel and sand seams (CL) 14.3 35 21 PP:4.5+, %Pass #200 Sieve:53.C 12.4 PP:4.5+ 10 10 (6) 17'(6) -.` SANDY CLAY, soft, moist, tan, with trace gravel and ferrous oxidation (CL) _11.fi -I PP:3.75 6(6)6(6 Remarks: Approximate GPS Coordinates: N 32.822591 W 97.061958. Pocket penetrometer (PP) reading in tsf. Groudwater seepage at 19 feet below ground surface during drilling, and water level at 25 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Savage Logger: Aaron Brewer Organization: Rone Engineering G:\Projects\20I8Projects\I8-22700\I B-22721 SH 360 and Tnnily Boulevard\Boring Logs\Retaining Walls CLG Prepared By: BT Reviewed By: KM PLATE B.9 UMILLIIVu LUU County Tarrant Hole RW-3 District Fort Worth NinCore Highway SH 360 Structure Retaining Walls Date 5118118 /ersion 3.3 CSJ Station 0 Grnd. Elev. 478.25 ft L Texas Cone Elev. O (It) G Penetrometer (ft) i12 (6)- 3 (s) == 151.3 Offset 0 GW Elev. 453.25 ft Triaxial Test Properties Strata Description Lateral Deviator Wet Additional Remarks Press. Stress MC LL P1 Den. (psi) (psi) (pcf) SANDY CLAY, soft, moist, tan, with trace gravel and ferrous oxidation (CL) SANDY CLAY, soft, wet, tan, with gravel (CL) r CLAYEY SAND, wet, loose, gray and tan (SC) 0 7.06 . 17.3 - 135.8_ PP:0.5 18.9 35_22— PP:0.5, %Pass #200 Sleve:56.6 22..0 I ' I � PP:0.25 Remarks: Approximate GPS Coordinates: N 32.822591 W 97.061958. Pocket penetrometer (PP) reading In tsf. Groudwater seepage at 19 feet below ground surface during drilling, and water level at 25 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Savage Logger: Aaron Brewer Organization: Rone Engineering G:\Projects\2018 Projects\18-22700\18-22721 SH 360 and Trinity Boulevard\Boring Logs\Relaining Walls GIG Prepared By: BT Reviewed By: KM PLATE R.10 uruLLIIU LOU County Tarrant Hole RW-3 District Fort Worth NinCore Highway SH 360 Structure Retaining Walls Date 5/18/18 '-rslon 3.3 CSJ Station 0 Grnd. Elev. 478.25 ft Offset 0 GW Elev. 453.25 ft Trlaxial Test Properties L Texas Cone Elev. O Strata Description Lateral Deviator Wet Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. — --_ (psi sit (pcf) — CLAYEY SAND, wet, loose, gray and tan (SC) 6.3 SHALE, dark gray with Interbedded, tan clayey sand, weathered 21.7 PP:4.5+ 35 ' 50 (4.5) 50 (5.5) 941.3 40 24(6)28(6) SHALE, very stiff, dark gray, with abundant lignite, weathered 25.0 PP:4.5+ 2t0_ PP:4.5+ 45 28(6)38(6) Remarks: Approximate GPS Coordinates: N 32.822591 W 97.061958. Pocket penetrometer (PP) reading in tsf. Groudwater seepage at 19 feet below ground surface during drilling, and water level at 25 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Savage Logger: Aaron Brewer Organization: Rone Engineering G1Prolecls12018 ProjecisllB-22700\18-22721 SH 360 and Trinity Boulevard\Boring Logs\Retaining Walls CLG Prepared By: BT Reviewed By: KM D1 AT F R 11 uriILLIIVU LUU County Tarrant Hole RW-3 NlnCore Highway SH 360 Structure Retaining Walls lersion 3.3 CSJ Station 0 Offset 0 Triaxial Test Properties L Texas Cone Elev. O Strata Description Lateral Deviator Wet (ft) G Penetrometer Press. Stress MC LL P1 Den. si Psl) — (pcfj SHALE, very stiff, dark gray, with abundant lignite, weathered 16.4 128.3 50 ; 50 (6) 50 (3) 55 - District Fort Worth Date 5/18/18 Grnd. Elev. 478.25 ft GW Elev. 453.25 ft Additional Remarks PP:4.5+ nu — Remarks: Approximate GPS Coordinates: N 32.822591 W 97.061958. Pocket penetrometer (PP) reading in tsf. Groudwater seepage at 19 feet below ground surface during drilling, and water level at 25 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity Driller: Savage Logger: Aaron Brewer Organization: Rone Engineering G:\Projects\2018 Projects\1 B-22700\18-22721 SH 360 and Trinity Boulevard\BoringLogs\Retaining Walls.CLG Prepared By: BT Reviewed By: KM PLATE B.12 OF ILLIP1U LUU County Tarrant Hole RW-4 District Fort Worth NinCore Highway SH 360 Structure Retaining Walls Date 5/21/18 '-rsion 3.3 CSJ Station 0 Grnd. Elev. 479.22 It Offset 0 GW Elev_ 451.22 ft L Triaxial Test Properties Texas Cone Elev. O Strata Description Lateral Deviator Wet Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. (psi) (psi) (pct CLAY, stiff, moist, brown, with aggregate, and trace sand and gravel (CL) 10.6 PP:4.5+ 7.2 373.2 5 —_ 11 (6) 9 (6) 10 _4l3(6)4(6) SANDY CLAY, soft, moist, brown, trace gravel (CL) 13.7 28 16 0 22.625 14.2 CLAYEY SAND, loose, moist, yellowish brown, with travel gravel (SC) PP:3.75, %Pass #200 Sieve:58.41 134.2 PP:4.5+ 15.0. 29 16 PP:2.5, %Pass #200 Sieve:45.3 186.2 -ii SANDY CLAY, stiff, moist, brown, with gravel (CL) ca : E:r 13.3 36 23 1 PP:4.5+ f u; 10 (6) 11 (6) Remarks: Approximate GPS Coordinates: N 32.821916 W 97.061891. Pocket penetrometer (PP) reading in tsf. Groudwater seepage at 23 feet below ground surface during drilling, and water level at 28 feet at completion. Any ground water elevation information provided on this boring log Is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Savage Logger: Aaron Brewer Organization: Rone Engineering G:\Projecls\2018 Projects\18-22700\18-22721 SH 360 and TrinilyBoulevard\BonngLogs\Retaining Walls.CLG Prepared By: BT Reviewed By: KM PLATE B.13 ___� UNILL91VU LUU County Tarrant Hole RW-4 NinCore Highway SH 360 Structure Retaining Walls /ersion 3.3 CSJ Station 0 Offset 0 456.2 25 2 (6) 1 (6)_ --�- 451.2 District Fort Worth Date 5121/18 Grnd. Elev. 479.22 ft GW Elev. 451.22 ft Trlaxial Test Properties Strata Description Lateral Deviator Wet Press. Stress MC LL PI Den. sl _(Psi) (pcf) SANDY CLAY, stiff, moist, brown, with gravel (CL) SANDY CLAY, soft, moist, gray and brown, with trace gravel (CL) SANDY CLAY, very soft, wet, gray (CL) CLAYEY SAND, slightly compact, wet, tan, mottled with lignite (SC) 16.0_ 23.9 27 14 Additional Remarks PP:3.0 PP:0.25, %Pass #200 Sieve:64.2 0 10.76 - 19.2 132.4_ PP:4.5+ 3a J. 10 6 12 (6 Remarks: Approximate GPS Coordinates: N 32.821916 W 97.061891. Pocket penetrometer (PP) reading in tsf. Groudwater seepage at 23 feet below ground surface during drilling, and water level at 28 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Savage Logger: Aaron Brewer Organization: Rone Engineering G:\Projecls\2018 Projects\ 8 22700\18-22721 SH 360 and Trinity Boulevaid\Boring Logs\Retaining Walls.CLG Prepared By: BT Reviewed By: KM PLATE B.14 OF ILLIIVU LVU County Tarrant NinCore Highway SH 360 '-rslon 3.3 CSJ Hole RW-4 Structure Retaining Walls Station 0 Offset 0 District Fort Worth Date 5/21/18 Grnd. Elev. 479.22 ft OW Elev. 451.22 ft L Trlaxlal Test Properties Texas Cone Lateral Deviator Wet (ft) Elev. O Penetrometer Strata Description Press. Stress MC LL PI Den. G —r — — --_jsPPP��Psi _____ CLAYEY SAND, slightly compact, wet, tan, mottled with lignite _ (SC) 22.4 35 Additional Remarks 143.2 CLAY, sandy, very stiff, orange and tan, with cemented sandstone and gravel (CL) 19.6_ PP:1.75 40 1 20 (6) 50 (6) 17.2 SHALE, soft, gray, with lignite, severely weathered 20.2 45 28 (6) 30 (6) Remarks: Approximate GPS Coordinates: N 32.821916 W 97.061891. Pocket penetrometer (PP) reading in tsf. Groudwater seepage at 23 feet below ground surface during drilling, and water level at 28 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Savage Logger: Aaron Brewer Organization: Rone Engineering G:\Projecls2O1BProecls\l8-227OO8-22721 SH 360 and Trinity Boulevard\Boring Logs\Retaining Walls CLG Prepared By: BT Reviewed By: KM PLATE R.15 ___ uriuLLINU LUU County Tarrant Hole RW-4 District Fort Worth NinCore Highway SH 360 Structure Retaining Walls Date 5/21/18 /ersion 3.3 CSJ Station 0 Grnd. Elev. 479.22 ft Offset 0 GW Elev. 451.22 ft L Triaxial Test Properties Elev. O Texas Cone Strata Description Lateral Deviator Wet Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. __ (psi) (psi.) (PRi)_SHALE, soft, gray, with lignite, severely weathered 17.7 - PP:4.5+ 929.2 50 24 (6) 31 (6) 55 — aaj — Remarks: Approximate GPS Coordinates: N 32.821916 W 97.061891. Pocket penetrometer (PP) reading In tsf. Groudwater seepage at 23 feet below ground surface during drilling, and water level at 28 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Savage Logger: Aaron Brewer Organization: Rone Engineering G:\Projects\2018 Projects\18-22700\18-22721 SH 360 and Trinity BoulevardlBoring Logs\Retaining Wal1s.CLG Prepared By: BT Reviewed By: KM PLATE B.16 UhILLIIIU LOU County Tarrant Hole RW-5 District Fort Worth AflnCore Highway SH 360 Structure Retaining Walls Date 5/22/18 '-rslon 3.3 CSJ Station 0 Grnd. Elev. 479.30 ft Offset 0 GW Elev. 0.00 ft Triaxlal Test Properties L Elev. 0 Texas Cone Lateral Deviator Strata Description Wet Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. PAVEMENT, 4 inches of asphalt+6.5 inches of concrete+2 inches of = asphalt /8 3 = 13.5 36 12 - %Pass #200 Sieve:41.2 FILL, sandy clay with gravel and = large aggregates, stiff to very _ = stiff, moist, brown to dark brown, = orange -tan to light gray 15.8 44 29 PP:4.5+, %Pass #200 Sieve:75 5 11 (6) 9 (6) 8.3 25 9 PP:4.5+, %Pass #200 Sieve: 0 157.46._13.0 - 4a 28 131.1 PP:4.5+, %Pass #200 Sieve 10 f3744(6) -�- ate:= :8.3 :: - - - CLAY, hard, moist, gray brown, blocky with Ilmonite, gypsum, and trace lignite (CL) 0 130.4 I. 15.5_50 -30 134.1 PP:4.5+, %Pass #200 Sieve: jq.j. 50 (5.5) 50 (2.5) Remarks: Approximate GPS Coordinates: N 32.822339 W 97.062541. Pocket penetrometer (PP) reading in tsf. Borehole dry at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity Driller: Savage Logger: Aaron Brewer Organization: Rone Engineering G.\Projectsl2018 Protects\18-22700\l8.22721 SH 360 and Trinity Boulevard\Boring logs\Retaining Walls.GLG Prepared By: BT Reviewed By: KM P1 ATF R 17 UFIILLIPIU LUU County Tarrant Hole RW-5 VinCore Highway SH 360 Structure Retaining Walls /ersion 3.3 CSJ Station 0 Offset 0 (ntt)) L Texas Cone EG Penetrometer G 161.8 /s 20 50 (3.5) 50 (0.75) 25 - 50 (3.5) 50 (2) 153.3 District Fort Worth Date 5/22/18 Grnd. Elev. 479.30 ft GW Elev. 0.00 ft Triaxial Test Properties Strata Description Lateral Deviator Wet Additional Remarks Press. Stress MC LL PI Den. __(pi) (p)_ —(pct) CLAY, hard, moist, gray brown, blocky with limonite, gypsum, and trace lignite (CL) CLAY, hard, moist, bluish gray, silty, with trace gypsum (CL) SHALE, hard, dark gray, fissile, brittle, with fossil fragments, trace pyrite and lignite 9.9 143.5 . PP:4.5+ 1 PP:4.5+ 14.5 PP:4.5+ Remarks: Approximate GPS Coordinates: N 32.822339W 97.062541. Pocket penetrometer (PP) reading in tsf. Borehole dry at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Savage Logger: Aaron Brewer Organization: Rone Engineering G:\Proiects\2018 Projects\18.22700\18-22721 SH 360 and Trinity Boulevard\Boring Logs\Retaining Walls.CLG Prepared By: 81 Reviewed By: KM t2I ATM O 4O County Tarrant NlnCore Highway SH 360 '-rsion 3.3 CSJ L Texas Cone Elev. O Penetrometer 8.8 35 40 UNILLIIIU LOU Hole RW-5 Structure Retaining Walls Station 0 Offset 0 District Fort Worth Date 5/22/18 Grnd. Elev. 479.30 It GW Elev. 0.00 ft Triaxlal Test Properties Strata Description Lateral Deviator Wet Additional Remarks Press. Stress MC LL PI Den. (Psi) (psi) (pot) SHALE, hard, dark gray, fissile, brittle, with fossil fragments, trace pyrite and lignite Remarks: Approximate GPS Coordinates: N 32.822339 W 97.062541. Pocket penetrometer (PP) reading in tsf. Borehole dry at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Savage Logger: Aaron Brewer Organization: Rone Engineering G:\Projects\2018 Projecls\18-22700\18-22721 SH 360 and Trinity Boulevard\Boring Logs\Retaining Walls GLG Prepared By: BT Reviewed By: KM PLATE R.19 ___ UMILLIIVu LUU County Tarrant Hole RW-6 NlnCore Highway SH 360 Structure Retaining Walls fersion 3.3 CSJ Station 0 Offset 0 L Texas Cone Elev. O (ft) G Penetrometer (f t) 181.9 181.2 5 10 171.7 5(6)11 (6) i4() 16 (6) District Fort Worth Date 5/22/18 Grnd. Elev. 4B2.73 ft GW Elev. 0.00 ft Triaxial Test Properties Strata Description Lateral Deviator Wet Additional Remarks Press. Stress MC LL PI Den. (psi) (psi) Z PAVEMENT, 2 inches of asphalt+5.5 Inches of concrete+2.5 inches of asp,hdt CLAY, lime -treated, soft, moist, 13.5 brown (CL) FILL, soft to stiff, moist, brown, sandy, gravelly (CL) SANDY CLAY, soft, moist, gray, with abundant gravel and cemented sand, orange -red sandseam, ferrous oxidation (CL) 0 27.72 . 17.0 138.3 PP:1.75 -. 17.0 31 18 PP:3.75, %Pass #200 Sieve:46.2 17.0 PP:4.5+ 13.7 35 20_ PP:4.5+, %Pass #200 Sieve 15.9 37 22 I PP:3.5, %Pass #200 Sleve:61.9 15 €) 23 (6) 22 (6) Remarks: Approximate GPS Coordinates: N 32.822377 W 97.063159. Pocket penetrometer (PP) reading In tsf. Groudwater seepage at 24 feet below ground surface during drilling, and dry at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrillTex Logger: Aaron Organization: Rone Engineering G:\Projects\2018 Projecls\18-22700\18-22721 SH 360 and Trinity Boulevard\Boring Logs\Retaining Walls CLG Prepared By: BT Reviewed By: KM PI ATF R 9ft UFIILL11VU LVVI County Tarrant Hole RW-6 District Fort Worth NinCore Highway SH 360 Structure Retaining Walls Date 5/22/18 '^rsion 3.3 CSJ Station 0 Grnd. Elev. 482.73 ft Offset 0 GW Elev. 0.00 ft 159.7 20 25 Strata Description Triaxial Test Properties Lateral Deviator Wet Press. Stress MC LL PI Den. —(PSiLL _ ,(pct SANDY CLAY, soft, moist, gray, with abundant gravel and cemented sand, orange -red sandseam, ferrous oxidation (CL) SANDY CLAY, very stiff, moist, light gray, with orange and red ferrous oxidation (CL) CLAY, hard, gray, blocky, with trace lignite, transitioning Into shale at 30' (CL) Additional Remarks Q 32.35 12.4 26 14 137.3 PP:4.5+, %Pass p200 Sieve:87.6 12.9 PP:4.5+ 7 3n p(2)50(1 50 (1'5� _ — Remarks: Approximate GPS Coordinates: N 32.822377W 97.063159. Pocket penetrometer (PP) reading in tsf. Groudwater seepage at 24 feet below ground surface during drilling, and dry at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location Nhere this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrlllTex Logger: Aaron Organization: Rone Engineering GAProjects\2018 Projects\1822700\1822721 SH 360 and Trimly Boulevard\Boring Logs\Retaining Walls CLG Prepared By: AT Reviewed By: KM PLATE 8.21 UI'1ILLIP1U LOU County Tarrant Hole RW-7 NinCore Highway SH 360 Structure Retaining Walls /ersion 3.3 CSJ Station 0 Offset 0 L Triaxlal Test Properties Texas Cone Elev. O Strata Description Lateral Deviator Wet (n) G Penetrometer Press. Stress MC LL PI Den. PAVEMENT, 2 Inches of asphalt+6 Inches of concrete+2 inches of 492.6 = asphalt 10.9 SANDY CLAY, lime -treated, stiff, moist, brown, gravelly (CL) 491.4 CLAYEY SAND, stiff, moist, light tan, with orange sand laminations and seams (possible fill) 7.5 5 _, 15 (6) 27 (6) 10 482.4 SANDY CLAY, stiff, moist, brown and gray, strongly cemented sand seam at 13.5(CL) 6.8 6.2 District Fort Worth Date 5/22/18 Grnd. Elev. 493.39 ft GW Elev. 0.00 It Additional Remarks PP:4.5+ %Pass #200 Sieve:51.8 24-50/4, %Pass #200 Sleve:43.5 SPT refusal at 13.5' .r 1 15.1 1 50 1150 (0.5) Remarks: Approximate GPS Coordinates: N 32.822456 W 97.063934. Pocket penetrometer (PP) reading In tsf. Borehole dry at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrillTex Logger: Aaron Brewer Organization: Rone Engineering G \Projects\2018 Projecls\I8-22700\1822721 SH 360 and Trinity Boulevard\Baring Logs\Retaining Walls.CLG Prepared By: BT Reviewed By: KM PLATE B.22 UMILLII'IU LOU County Tarrant Hole RW-7 District Fort Worth NinCore Highway SH 360 Structure Retaining Walls Date 5/22118 rsion 3.3 CSJ Station 0 Grnd. Elev. 493.39 It Offset 0 GW Elev. 0.00 ft L Triaxial Test Properties Texas Cone Elev. O Strata Description Lateral Deviator Wet Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. — — — (psi) ti) p!)— —I SANDY CLAY, stiff, moist, brown and gray, strongly cemented sand seam at 13.5' (CL) 175.9 CLAY, lean, hard, moist, gray, blocky, silty, slightly fissile (CL) 11.8 26 13 _ PP:4.0, %Pass #200 Sieve:92.4 20 50 (1.25) 50 (0.75) 9.1 PP:4.5+ 50 (1) 50 (0.5) 25 6.4 CLAY, hard, medium to dark gray, fissile and brittle, with abundant lignite and trace pyrite, transitloning Into shale (CL) G 18.Z PP:4.5+ j50 (4) 50 (2.75) 4631 Remarks: Approximate GPS Coordinates: N 32.822456 W 97.063934. Pocket penetrometer (PP) reading In tsf. Borehole dry at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrillTex Logger: Aaron Brewer G \Protects\2018 Prolectstl8-22700l 8 22721 SH 360 and Trinity Boulevard\Bonng Logs\Relatning Walls CLG Organization: Rone Engineering Prepared By: BT Reviewed By: KM PI ATF R 7Z County Tarrant VinCore Highway SH 360 'erslon 3.3 CSJ L Texas Cone Elev. O (n) G Penetrometer 196.4 195.2 10 185.7 28 (6) 26 (6) YJrtI LLI I'IU LUU Hole RW-8 Structure Retaining Walls Station 0 Offset 0 Triaxial Test Properties Strata Description Lateral Deviator Wet Press. Stress MC LL PI Den. (Psi) __._- (r)cfl PAVEMENT, 1.5 inches of asphalt+5 inches of concrete+2 Inches of SICLAY, Ilme-treated, very stiff, moist, brown, gravelly, with trace cemented sand (CL) SANDY CLAY, very stiff, moist, reddish brown, with gravel (possible fill) SANDY CLAY, very stiff, moist, reddish brown (CL) 12.9 10.7 30 17 District Fort Worth Date 5/22/18 Grnd. Elev. 497.15 ft GW Elev. 472.15 it Additional Remarks PP:4.5+ PP:4.5+, %Pass #200 Sieve:51.11 0 255.97. _1.0.0 36 22_ 136.5 PP:4.5+, %Pass #200 Sieve:66.3 CLAY, stiff, moist, light gray, with trace sand and limonite laminations (CL) i 16.5 34 _.19_ 131.6 PP:4.5+, %Pass #200 Sleve:87 15 ,� 12 (6) 16 (6) Remarks: Approximate GPS Coordinates: N 32.822542 W 97.064193. Pocket penetrometer (PP) reading in tsf. Groudwater seepage at 29 feet below ground surface during drilling, and water level at 25 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. 9.4 PP:4.5+ Driller: DrillTex Logger: Aaron Brewer Organization: Rone Engineering G:\Projecls\2018 Projects\18-22700\1 B-22721 SH 360 and Trinity Boulevard\Boring Logs\Relaining Walls CLG Prepared By: BT Reviewed By: KM PLATE B.24 UIIILLIIVU LUU County Tarrant Hole RW-8 District Fort Worth NinCore Highway SH 360 Structure Retaining Walls Date 5/22/18 • rsion 3.3 CSJ Station 0 Grnd. Elev. 497.15 ft Offset 0 GW Elev. 472.15 ft L Triaxlal Test Properties Texas Cone Elev. O Strata Description Lateral Deviator Wet Additional Remarks (tt) G Penetrometer Press. Stress MC LL PI Den. (psi) fpsi) (pcf)_ CLAY, stiff, moist, light gray, with trace sand and limonite laminations (CL) 0.2 CLAY, hard, alternating dark gray clay and light gray silty -sand with limonite and trace lignite (CL) 10.3 PP:4.5+ 20 % 50 (2) 50 (2) 375.2 CLAY, hard, light gray, blocky, 4 inches of sandstone seam at 25.5', push tube refusal at 28', transitioning to dark gray shale at 28' (CL) 0 93.83 13.7 142.1 PP:4.5+ , 25 50 (2.75) 50 (1) 7.1_ PP:4.5+ 467 2 so 50 (0.75) 50_ 0.25' Remarks: Approximate GPS Coordinates: N 32.822542 W 97.064193. Pocket penetrometer (PP) reading in tsf. Groudwater seepage at 29 feet below ground surface during drilling, and water level at 25 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrillTex Logger: Aaron Brewer Organization: Rone Engineering G:\Proiects\20t8 Proiecls\18-22700\18-22721 SH 360 and Trinity Boulevard\Bonng Logs\Relaining Walls.CLG Prepared By: BT Reviewed By: KM PLATE B.25 UMILLIF1U LUU County Tarrant Hole RW-9 VinCore Highway SH 360 Structure Retaining Walls /ersion 3.3 CSJ Station 0 Offset 0 378.8 178.1 5 =_ 7 (6) 5 (6) 10 8 (6)_110 (6)___ 8(6) District Fort Worth Date 5/23/18 Grnd. Elev. 479.64 ft GW Elev. 454.64 ft Triaxial Test Properties Strata Description Lateral Deviator Wet Additional Remarks Press. Stress MC LL PI Den. (psi) s. I) ._ (pcf) PAVEMENT, 2 inches of asphalt+7 inches of concrete+l.5 inches of asphalt SANDY CLAY, lime -treated, stiff, 12.8 PP:4.5+ moist, brown, gravelly SANDY CLAY, soft, moist, gray and brown to tan and orange, gravelly, with limonite and trace lignite (possible fill) 0 41.875 14.9 47 34 136 PP:3.0, %Pass #200 Sieve:60.2 0 31.54 17.8 46 34 132 - PP:2.75, %Pass #200:61.8 19.1 PP:2.25 0 47.32 15.2 _ 39 27 137.4 : PP:3.75, %Pass #200 Remarks: Approximate GPS Coordinates: N 32.822075 W 97.062391. Pocket penetrometer (PP) reading in tsf. Groundwater seepage at 23 feet below ground surface while drilling, and water level at 25 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrillTex Logger: Aaron Brewer Organization: Rone Engineering G:\Projects\2OI8 Projects\18-22700\18-22721 SH 360 and Trinity BoulevardlBoring Logs\Retaining Walls CLG Prepared By: BT Reviewed By: KM PLATE B.26 UIIILLIIVU LOU County Tarrant Hole RW-9 District Fort Worth NinCore Highway SH 360 Structure Retaining Walls Date 5/23/18 rsion 3.3 CSJ Station 0 Grnd. Elev. 479.64 It Offset 0 GW Elev. 454.64 It Elev. (ft) 2.6 158.6 L Texas Cone O Penetrometer G 20 2(6)3(6) Trlaxial Test Properties Strata Description Lateral Deviator Wet Additional Remarks Press. Stress MC LL PI Den. — — _____1!D___(Pi)__. — (pct--- SANDY CLAY, soft, moist, gray and brown to tan and orange, gravelly, with limonite and trace lignite (possible fill) SANDY CLAY, soft, moist, gray, with organic debris and roots (CL) SANDY CLAY, stiff, moist, brown to gray, with gravel 19.1 37 22 , PP:0.25, %Pass #200 Sieve:61.1,1 20.3 PP:4.5+ f(Ti =i11 25 13 Ut It :i ltt III ,r1.6 CLAY, tat, hard, dark gray, with lignite, limonite, and gypsum 0 -50.32_; 22.7 64 39 125.1 PP:4.5+, %Pass #200 Sleve:97.8 i (CH) 144.fi 3o _ / 50 (2.5) 50 (( _ Remarks: Approximate GPS Coordinates: N 32.822075 W 97.062391. Pocket penetrometer (PP) reading In tsf. Groundwater seepage at 23 feet below ground surface while drilling, and water level at 25 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrIIITex Logger: Aaron Brewer Organization: Rone Engineering G:\Projects\2018 Projects\18-22700118-22721 SH 360 and Trinity Boulevard\Boring Logs\Retaining Walls CLG Prepared By- BT Reviewed By: KM PLATE B.27 U iILLII1U LVU County Tarrant Hole RW-10 District Fort Worth NlnCore Highway SH 360 Structure Retaining Walls Date 6/12118 /ersion 3.3 CSJ Station 0 Grnd. Elev. 478.95 ft Offset 0 GW Elev. 465.95 ft L Triaxial Test Properties Elev. Texas Cone Lateral O Strata Description Deviator Wet Additional Remarks (ft) Penetrometer G Press. Stress MC LL P1 Den. Cpsi)._ sl _ 4p -- PAVEMENT, 10 inches of concrete+1 Inch of asphalt 378. 14.9 SANDY CLAY, lime -treated, stiff, moist, brown SPT at 2' = 44-30-32 376. CLAY, lean, very stiff, moist, orange and tan, silty, sandy (CL) 50 (4) 50 (4) SPT 18-19-20 174. 5 at 5' = SAND, loose, moist, orange and tan 173. CLAY, lean, stiff, moist, orange and tan, silty, sandy (CL) SPT at 7' = 14-23-28 19.7 10 166. CLAY, soft, moist, dark gray with light gray and orange sand laminations, 17.8 39 26 PP:4.5+, %Pass #200 Sieve:97 cemented sand at 16' to 17(CL) 15 r,l (6 5 (6) Remarks: Approximate GPS Coordinates: N 32.823872 W 97.061736. Pocket penetrometer (PP) reading In tsf. Groundwater seepage at 7 feet below grade during drilling, and water level at 13 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Total Depth Logger: Joey Masters Organization: Rone Engineering G:\Projects\2018 Prolecls118-22700118.22721 SH 360 and Trinity Boulevard\Boling Lags\Retaining Walls 10-13 8 GM -1 CLG PLATE B.28 UMILL11Vu LVU r-: County Tarrant vinCore Highway SH 360 ' slon 3.3 CSJ Hole RW-10 Structure Retaining Walls Station 0 Offset 0 District Fort Worth Date 6/12/18 Grnd. Elev. 478.95 ft GW Elev. 465.95 ft Triaxial Test Properties L Texas Cone Elev. O Strata Description Lateral Deviator Wet (ft) G Penetrometer Press. Stress MC LL PI Den. si(psi) (pcf) _ CLAY, soft, moist, dark gray with light gray and orange sand laminations, cemented sand at 16' to 17' (CL) 1. I'!i SHALE, hard, gray with fossil 20 -' J 50 (1) 50 (0.25) 25--- 50 (0.5) 50 (0.25) Additional Remarks fragments 13.8 28-_14— .__ PP:4.5+, %Pass #200 Sieve: 15.0 _ PP:4.5+ f-; --20.1 PP:4.5+ Remarks: Approximate GPS Coordinates: N 32.823872 W 97.061736. Pocket penetrometer (PP) reading in tsf. Groundwater seepage at 7 feet below grade during drilling, and water level at 13 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location �vhere this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Total Depth Logger: Joey Masters Organization: Rone Engineering G:1Projecls\2018 Projects\t8.22700116-22721 SH 360 and Trinity Boulevard\Boring Logs\Retaining Walls 10.13 & GM -I -CLG PLATE B.29 ' utiILLIPAU LOU County Tarrant Hole RW-10 District Fort Worth VlnCore Highway SH 360 Structure Retaining Walls Date 6/12/18 fersion 3.3 CSJ Station 0 Grnd. Elev. 478.95 ft Offset 0 GW Elev. 465.95 ft L Texas Cone Triaxlal Test Properties Lateral Deviator Wet Elev. O Penetrometer Strata Description Press. Stress MC LL PI Den. Additional Remarks (ft) ( G (psi) (psi) Ji Pcf) SHALE, hard, gray with fossil fragments 14.1 PP:4.5+ 35 50 (2.5) 50 (1.75) 40 - 50(2.5) 50(1.5) I t 21.2 PP:4.5+ 95 50(3)50(2.25) ---- -- Remarks: Approximate GPS Coordinates: N 32.823872 W 97.061736. Pocket penetrometer (PP) reading in tsf. Groundwater seepage at 7 feet below grade during drilling, and water level at 13 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Total Depth Logger: Joey Masters Organization: Rone Engineering G:\Prolecls\2018 Projects\1822700\18-22721 SH 360 and Trinity Boulevard\Boring Logs\Retaining Walls 1013 8 GM-1.CLG PLATE B.30 - UFSILLIIVU LOU County Tarrant Hole RW-10 District Fort Worth NinCore Highway SH 360 Structure Retaining Walls Date 6/12/18 rsion 3.3 CSJ Station 0 Grnd. Elev. 478.95 ft Offset 0 GW Elev, 465.95 ft L Texas Cone Elev. O (It) G Penetrometer (ft) 50 JI 50 (2.25) 50 (2) Strata Description SHALE, hard, gray with fossil fragments Trlaxlal Test Properties Lateral Deviator Wet Press. Stress MC LL PI Den. (PSI) (psi) Additional Remarks Remarks: Approximate GPS Coordinates: N 32.823872 W 97.061736. Pocket penetrometer (PP) reading In tsf. Groundwater seepage at 7 feet below grade during drilling, and water level at 13 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Total Depth Logger: Joey Masters Organization: Rone Engineering G.\Projects\2018 Projects\18.22700\1B-22721 SH 360 and Trinity Boulevard\Boring Logs\Retaining Walls 1013 & GM-1.CLG PLATE B.31 UIIILLIIVU LUU County Tarrant Hole RW-11 District Fort Worth NlnCore Highway SH 360 Structure Retaining Walls Date 6/12/18 /ersion 3.3 CSJ Station 0 Grnd. Elev. 488.71 ft Offset 0 GW Elev. 468.71 ft L Triaxial Test Properties Texas Cone Elev. O Strata Description Lateral Deviator Wet Additional Remarks (ft) G Penetrometer Press. Stress MC LL P1 Den. (psi) (psi) (pcf) PAVEMENT, 6.25 Inches of concrete+2.5 inches of asphalt 188. Y - SANDY CLAY, lime -treated, stiff, 19.6 PP:4.5+ moist, brown 986.7 CLAY, lean, soft, moist, dark gray, blocky, slightly fissile, with gypsum and lignite (CL) 0 56.51 13.0 34 20 136.6 PP:4.5+, %Pass #200 Sieve:97.1 183.7 5 _ 2 (6) 3 (6) SHALE, soft, moist, gray, weathered 179.7 10 j 50 (4)50 (2) 50 (2.5) 50 (1) CLAY, very stiff, moist, gray with dark gray clay laminations and light gray silty sand laminations, with limonite and cemented sand seams (CL) 11.4 29 17 11.6 PP:4.5+, %Pass #200 Sleve:97.; SPT at 7' = 18-50/5.5 14.62412__ - %Pass #200 Sleve:79.1 Remarks: Approximate GPS Coordinates: N 32.824462 W 97.061678, Pocket penetrometer (PP) reading in tsf. Groundwater seepage at 23 feet below ground surface during drilling, and water level at 20 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Total Depth Logger: Joey Masters Organization: Rone Engineering G:\Prolects\2018 Projects\18-22700\18.22721 SH 360 and Trinity Boulevard\BoringLogs\Felaining Walls 10.13 & GM-I.CLG PLATE B.32 UIi1LL11VV1 LUU County Tarrant Hole RW-11 District Fort Worth VlnCore Highway SH 360 Structure Retaining Walls Date 6/12118 ssion 3.3 CSJ Station 0 Grnd. Elev. 488.71 ft Offset 0 GW Elev. 468.71 ft L Texas Cone Elev. G (ft) G Penetrometer 0.7 20 1 50 (1.5) 50 (0.5) 50 (1) 50 (0.75) 25 =,.. Trlaxlal Test Properties Strata Description Lateral Deviator Wet Additional Remarks Press. Stress MC LL PI Den. — _(si psi) _. (p i) _ CLAY, very stiff, moist, gray with dark gray clay laminations and light gray silty sand laminations, with limonite and cemented sand seams (CL) CLAYEY SAND, dense, moist, orange and tan to gray (SC) 1.4.7 20.0 upr:: 4n 50 Remarks: Approximate GPS Coordinates: N 32.824462 W 97.061678. Pocket penetrometer (PP) reading in tsf. Groundwater seepage at 23 feet below ground surface during drilling, and water level at 20 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Total Depth Logger: Joey Masters Organization: Rone Engineering G:\Prolecls\2018Projecls\tB-22700\18-22721 SH 360 and Trinity BoulevardlBorrngLogs\setaining Walls 10-13 & GM -1 CLG PLATE B.33 UIII LLI PIU LUU VlnCore lersion 3.3 Elev. (I t) 155.7 County Tarrant Hole RW-11 District Fort Worth Highway SH 360 Structure Retaining Walls Date 6/12118 CSJ Station 0 Grnd. Elev. 488.71 ft Offset 0 GW Elev. 468.71 ft Trlaxlal Test Properties L Texas Cone O Penetrometer Strata Description Lateral Deviator trsMC LL PI Den. Additional Remarks G (sP) (psi)_____________P CLAYEY SAND, dense, moist, orange and tan to gray (SC) 35 50(y) 50 (0.5) t= -:t i=l 40 - i 50 ()_(1_ 5§U3 50 SHALE, soft to hard, light gray to dark gray with abundant sandy . 12.8 32 19 %Pass #200 Sleve:99.1 slit laminations 16.1- 15.4 Remarks: Approximate GPS Coordinates: N 32.824462 W 97.061678. Pocket penetrometer (PP) reading In tsf. Groundwater seepage at 23 feet below ground surface during drilling, and water level at 20 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Total Depth Logger: Joey Masters Organization: Rone Engineering G:\Projecls\2018 Projects\18.22700118-22721 SH 360 and Trinity 8outevard\0oring Logs\Relarning Walls 10-13 & GM -1 CLG PLATE B.34 UIIiLL11VU LUU County Tarrant Hole RW-11 District Fort Worth VinCore Highway SH 360 Structure Retaining Walls Date 6/12118 -sion 3.3 CSJ Station 0 Grnd. Elev. 488.71 ft Offset 0 GW Elev. 468.71 ft Elev (ft) 8.7 50 55 — L Texas Cone O Penetrometer G 50 (2) 50 (1) Trlaxial Test Properties Strata Description Lateral Deviator Wet Press. Stress MC LL PI Den. (psi) (psi) — (pc SHALE, soft to hard, light gray to dark gray with abundant sandy silt laminations Additional Remarks Remarks: Approximate GPS Coordinates: N 32.824462 W 97.061678. Pocket penetrometer (PP) reading in tsf. Groundwater seepage at 23 feet below ground surface during drilling, and water level at 20 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity Driller: Total Depth Logger: Joey Masters Organization: Rone Engineering G \Prolecls\2018 Projects\18 22700\182272 I SH 360 and Trinity Boulevard\Boring Logs\Retaining Walls 1013 8 GM -I .CLG PLATE B.35 U11ILLII1U LUU County Tarrant Hole RW-12 District Fort Worth VinCore Highway SH 360 Structure Retaining Walls Date 6/13/18 version 3.3 CSJ Station 0 Grnd. Elev. 500.47 ft Offset 0 GW Elev. 445.97 ft L Triaxial Test Properties Elev. O Texas Cone Strata Description Lateral Deviator Wet Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. — —Wi) s�I— Ipc11 _________- PAVEMENT, 6 inches of concrete+2 inches of asphalt 199.8 SANDY CLAY, lime -treated, stiff, 19.4 moist, brown 198.5 SANDY CLAY, very stiff, moist, gray to orange, alternating laminations 0 17.18 17.3 46 23 123.6 PP:2.0, %Pass #200 Sieve:52.5 of slit, sand and clays, with ferrous oxidation and cemented sand -- —19(6)38(6) 5 — 0 9.71 19.8 35 20 119.6 PP:2.0, %Pass #200 Sieve:74.9 24.6 30 17 _ %Pass #200 Sleve:83.6 10= °� 38(6)50(2.5) 789. SHALE, hard, gray with interbedded light gray slit and very fine-grained sand laminations 0 - 41.35 _ 11.0 37 24 130. PP:4.5+, %Pass #200 Sleve:98 S J 50 (2) 50 (0.5L_' Remarks: Approximate GPS Coordinates: N 32.824995 W 97.061606. Pocket penetrometer (PP) reading in tsf. Groundwater seepage at 9 feet below ground surface during drilling, and water level at 54.5 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Total Depth Logger: Aaron Brewer Organization: Rone Engineering G:\Projecls\2018 Projecls\18-22700\18-22721 SH 360 and Trinity Boulevard\Boring Logs\Retaining Walls 10-13 & GM -1 CLG PLATE B.36 Ut1ILLII'IU LUU County Tarrant Hole RW-12 District Fort Worth NinCore Highway SH 360 Structure Retaining Walls Date 6/13/18 rsion 3.3 CSJ Station 0 Grnd. Elev. 500.47 ft Offset 0 GW Elev. 445.97 ft L Triaxial Test Properties Texas Cone O Strata Description Lateral Deviator Wet Additional Remarks (It) (It) G Penetrometer Press. Stress MC LL PI Den. — —(psi -_lpf. (act) SHALE, hard, gray with Interbedded light gray silt and very fine-grained sand laminations 13.9_. 24 13 %Pass #200 Sleve:97.8 20 50(2.5)50j15) 13.5 25 50(1.5)50(1) —� - --1 _ I 50(2)50(1) — -- — -- — -- Remarks: Approximate GPS Coordinates: N 32.824995 W 97.061606. Pocket penetrometer (PP) reading In tsf. Groundwater seepage at 9 feet below ground surface during drilling, and water level at 54.5 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Total Depth Logger: Aaron Brewer Organization: Rone Engineering G:1Projecls12018 Projects\1822700\18-22721 SH 360 and Triply Boulevard\Boring Logs\Retaining Walls 10.13 & GM -I CLG PLATE B.37 ___ 1OMILLII'1U LUU County Tarrant Hole RW-12 VlnCore Highway SH 360 Structure Retaining Walls fersion 3.3 CSJ Station 0 Offset 0 District Fort Worth Date 6/13/18 Grnd. Elev. 500.47 ft GW Elev. 445.97 ft L Triaxial Test Properties Texas Cone Elev. O Strata Description Lateral Deviator' Wet (ft) G Penetrometer Press. Stress MC LL PI Den. -- _ —_ (psi) (psi, — SHALE, hard, gray with interbedded light gray slit and very fine-grained sand laminations 12.3 35 50 (1.5) 50 (1) Additional Remarks 40 4 50(1.5) 50 (0.5) -}_ Iij E � I _I , 45 f 50 (1)50 0.5 Remarks: Approximate GPS Coordinates: N 32.824995 W 97.061606. Pocket penetrometer (PP) reading In tsf. Groundwater seepage at 9 feet below ground surface during drilling, and water level at 54.5 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: Total Depth Logger: Aaron Brewer Organization: Rone Engineering G:\Projects\2018 Projects\18.22700\18-22721 SH 360 and Trinity Boulevard�8oring Logs\Retaining Walls 1013 8 GM -t CLG PLATE B.3B ��- UrIILLIIVU LUU County Tarrant Hole RW-12 District Fort Worth VlnCore Highway SH 360 Structure Retaining Walls Date 6/13118 •slon 3.3 CSJ Station 0 Grnd. Elev. 500.47 ft Offset 0 GW Elev. 445.97 ft Elev. If fl L Texas Cone Trlaxial Test Properties O Strata Description Lateral Deviator Wet Penetrometer Press. Stress MC LL PI Den. G _ fps!) (0sil _ - (Pcf SHALE, hard, gray with interbedded light gray silt and very fine-grained sand laminations 50 - 50 (1.75) 50 (1.5) 5.5 55 =- 50 (1.5) 5011.25) Additional Remarks 6n - Remarks: Approximate GPS Coordinates: N 32.824995 W 97.061606. Pocket penetrometer (PP) reading In tsf. Groundwater seepage at 9 feet below ground surface during drilling, and water level at 54.5 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity Driller: Total Depth Logger: Aaron Brewer Organization: Rone Engineering G:\Projecis\20I8 Prolecls\18-22700\18-22721 SH 360 and Trinily eoulevard\eoring Logs\Retaining Walls 10 13 & GM-I.CLG PLATE B.39 UN ILL114U LUU County Tarrant Hole RW-13 District Fort Worth VinCore Highway SH 360 Structure Retaining Walls Date 6/13/18 'erslon 3.3 CSJ Station 0 Grnd. Elev. 507.27 ft Offset 0 GW Elev. 494.27 ft L Triaxial Test Properties Elev. O Texas Cone Strata Description Lateral Deviator Wet Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. psi) (psi) (pcf)-- PAVEMENT, 8.25 inches of concrete+2 Inches of asphalt i06.4 CLAYEY SAND, lime -treated, stiff, moist, brown, gravelly 105.3 is 6.8 %Pass #200 Sieve:22.9 CLAYEY SAND, compact, moist, brown (SC) 6.5 -ii SfiE i02.3 5 43 (6) 22 (6) CLAY, very stiff, moist, brown, with lignite, ferrous nodules, and gravel (CL) 17.6 38_22 21.3 PP:3.5 1044(6)40(6) 195.3 CLAY, fat, hard, moist, gray (CH) 20.5 _ __ - PP:4.5+, %Pass #200 Sleve:69.8 f 50 (1.5) 50 (1.75) -- - - - Remarks: Approximate GPS Coordinates: N 32.825526 W 97.061423. Pocket penetrometer (PP) reading In tsf. Groundwater seepage at 13 feet below ground surface during drilling, and water level at 13 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrillTex Logger: Breann Cook Organization: Rone Engineering G:\Projects\2018 Projecls\19-22700\I8-2272I SH 360 and Trinity Boutevard\Bor,ng Logs\Retaining Walls 10-i3 6 GM-1.CLG PLATE B.40 L)IIILL11VU LUU County Tarrant Hole RW-13 District Fort Worth NinCore Highway SH 360 Structure Retaining Walls Date 6113/18 rsion 3.3 CSJ Station 0 Grnd. Elev. 507.27 ft Offset 0 GW Elev. 494.27 ft L Triaxlal Test Properties Texas Cone Lateral Deviator Wet Elev. O Strata Description Additional Remarks Penetrometer Press. Stress MC LL PI Den. _ f rJi— I CLAY, fat, hard, moist, gray (CH) 0.3 SHALE, soft to hard, gray, silty laminations 0 38.04 17.1 51 31 119.5 PP:4.5+, %Pass #200 Sieve:85.8 20 - ! 50 (5.5) 50 (4) 11.5 PP:4.5+ o _ 25 50 (0.75) 50 (0.25) 2 I , I 12.7 30 - 50 J2) 50 (11 Remarks: Approximate GPS Coordinates: N 32.825526 W 97.061423. Pocket penetrometer (PP) reading in tsf. Groundwater seepage at 13 feet below ground surface during drilling, and water level at 13 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrillTex Logger: Breann Cook Organization: Rone Engineering G:\Projects\2018 Projects\18-22700\1822721 SH 360 and Trinity Boulevard\Boring Logs\Retaining Walls 10-13 & GM -1 CLG PLATE 8.41 Uhl1LL11VU LOU County Tarrant Hole RW-13 NinCore Highway SH 360 Structure Retaining Walls /ersion 3.3 CSJ Station 0 Offset 0 L Texas Cone Elev. O (ft) G Penetrometer (ft) 35 50 (2) 50 (0.75) District Fort Worth Date 6/13118 Grnd. Elev. 507.27 ft GW Elev. 494.27 ft Triaxial Test Properties Strata Description Lateral Deviator Wet Additional Remarks Press, Stress MC LL PI Den. (psi) (psi) ) SHALE, soft to hard, gray, silty laminations 40 - _. 50 (1.75) 50 (0.25) 150(0.75)50(1.5), Remarks: Approximate GPS Coordinates: N 32.825526 W 97.061423. Pocket penetrometer (PP) reading in tsf. Groundwater seepage at 13 feet below ground surface during drilling, and water level at 13 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrillTex Logger: Breann Cook Organization: Rone Engineering G:\Projecls\2018 Projecls\18-22700\18-22721 SH 360 and Trinity Boulevard\Boring Logs\Helaining Walls 1013 & GM -1 CLG PLATE B.42 Ui1LL11Vla LUU County Tarrant Hole RW13 District Fort Worth VinCore Highway SH 360 Structure Retaining Walls Date 6/13/18 sion 3.3 CSJ Station 0 Grnd. Elev. 507.27 ft Offset 0 GW Elev. 494.27 ft L Triaxial Test Properties Texas ConeElev. Lateral Deviator Wet (ft) O Penetrometer Strata Description Press. Stress MC LL PI Den (ft) G --. (psi) (psi) (pc! SHALE, soft to hard, gray, silty laminations 50 50(1)50(0.5) 2.3 55 50 (0.5) 50 (0.75) Additional Remarks Remarks: Approximate GPS Coordinates: N 32.825526W 97.061423. Pocket penetrometer (PP) reading in tsf. Groundwater seepage at 13 feet below ground surface during drilling, and water level at 13 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrlllTex Logger: Breann Cook Organization: Rone Engineering G:Projecls12018 Projects\18.227001182272 1 SH 360 and T .nity Bouievard'Bonng Logs\Retaining Wails 10.13 & GM -1 CLG PLATE 6.43 IUMILLIP1U LUU /... County Tarrant Hole GM -1 VlnCore Highway SH 360 Structure Retaining Walls rersion 3.3 CSJ Station 0 Offset 0 L Texas Cone Elev. O (ft) G Penetrometer (f t) 5 5(6)5(6) 6(6)10( -- 1 a Trlaxial Test Properties Strata Description Lateral Deviator Wet Press. Stress MC LL PI Den. CLAY, soft, moist, tan and brown with lignite, trace gravel, trace calcareous and ferrous nodules (CL) 12.0 14.6 48 31 26.6 District Fort Worth Date 6/20/18 Grnd. Elev. 512.27 ft GW Elev. 494.27 ft Additional Remarks PP:4.5+ PP:4.5+, %Pass #200 PP:4.5+ 16.0 41 26 -- PP:4.0, %Pass #200 Sleve:78.3 PP:4.5+ Remarks: Approximate GPS Coordinates: N 32.826673 W 97.061580. Pocket penetrometer (PP) reading In tsf. Groundwater seepage at 25 feet below ground surface during drilling, and water level at 18 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, andfor construction activity. Driller: DrillTex Logger: Breann Cook Organization: Hone Engineering G:\Projecls\2018 Prolecls\18-22700\18 22721 SH 360 and Trinily Boulevard\Boring Logs\Retaining Walls 1013 & GM -I CLG PLATE B.44 UMILLII'IU LUU County Tarrant Hole GM -1 VinCore Highway SH 360 Structure Retaining Walls sion 3.3 CSJ Station 0 Offset 0 L Texas Cone Triaxial Test Properties Elev. O Strata Description Lateral Deviator Wet ft (ft) G (psi) _(psi) f ci CLAY, soft, moist, tan and brown with lignite, trace gravel, trace calcareous and ferrous nodules (CL) District Fort Worth Date 6/20118 Grnd. Elev. 512.27 ft GW Elev. 494.27 ft Additional Remarks 4.3 CLAY, hard, moist, orange and brown (CL) 19.1 PP:4.5+ 20 j 50 (2) 50 (1.25) 189.3 - CLAY, hard to soft, moist to wet, gray with sand laminations (CL) : 18.8 — PP:4.5+ 25 50 (0.5) 50 (0.25) 28.2 PP:1.25 50 (5) 50 (3) Remarks: Approximate GPS Coordinates: N 32.826673 W 97.061580. Pocket penetrometer (PP) reading in tsf. Groundwater seepage at 25 feet below ground surface during drilling, and water level at 18 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrillTex Logger: Breann Cook Organization: Rone Engineering G:\Projects\2018 Projects\18.22700\18.22721 SH 360 and Trinity Boulevardleoring Loys\Retaining Walls 10138. GM -I CLG PLATE B.45 uriILLIIVu LUU County Tarrant Hole GM -1 District Fort Worth VinCore Highway SH 360 Structure Retaining Walls Date 6/20/18 version 3.3 CSJ Station 0 Grnd. Elev. 512.27 ft Offset 0 GW Elev. 494.27 ft L Properties Trlaxial Test O Texas Cone Strata Description Deviator Wet Additional Remarks ft)Lateral ( ft(Pcil Penetrometer Press. Stress MC LL P1 Den. CLAY, hard to soft, moist to wet, gray with sand laminations (CL) 179.3 - SHALE, soft, gray, weathered 0 77..15 . 15.4_ 133.7_ PP:4.5+ 35 - 50 (2.75) 50 (2.5) 372.3 40 50 (3) 50 (1.5) SHALE, hard, dark gray, weathered with sand lamination and gypsum n 50 ( 50 (1) _0 121.03_15.2 132.8 PP:4.5+ 0 163.29 15.2 —_134.2_ PP:4.5+ Remarks: Approximate GPS Coordinates: N 32.826673 W 97.061580. Pocket penetrometer (PP) reading In tsf. Groundwater seepage at 25 feet below ground surface during drilling, and water level at 18 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrIIITex Logger: Breann Cook Organization: Rone Engineering G:\ProecIs\2018ProjecIs\I8-22700\8-22721 SH 360 and Trinity Boulevard\Boring LogslRetaining Walls 10-13 & GM -1 CLG PLATE B.46 UMILLIP U LOU County Tarrant Hole GM -1 District Fort Worth NinCore Highway SH 360 Structure Retaining Walls Date 6/20/18 rsion 3.3 CSJ Station 0 Grnd. Elev. 512.27 ft Offset 0 GW Elev. 494.27 ft L Triaxial Test Properties Texas Cone Lateral Deviator Wet Elev. O (It) Penetrometer Strata Description Press. Stress MC LL PI Den. Additional Remarks (ft) G (psi) (psi) _ cf f SHALE, hard, dark gray, weathered with sand lamination and gypsum 0 68.76 , 13.5 129.8 PP:4.5+ 50 - 50 (1) 50 (0.5) 10.9 7.3 55 _ 50 (0.25) 50 (0.25) Remarks: Approximate GPS Coordinates: N 32.826673 W 97.061580. Pocket penetrometer (PP) reading in tsf. Groundwater seepage at 25 feet below ground surface during drilling, and water level at 18 feet at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrillTex Logger: Breann Cook Organization: Rone Engineering G:\Projects\2018 Projects\18.22700\18.22721 SH 360 and Trinity Boulevard\13oring Logs\Retaining Walls 1013 & GM -I CLG PLATE B.47 ILMILLI1VU LOU County Tarrant Hole P-1 District Fort Worth NinCore Highway SH 360 Structure Pavement Date 5/23118 /ersion 3.3 CSd Station 0 Grnd. Elev. 539.75 ft Offset 0 GW Elev. 0.00 ft Trlaxlal Test Properties L Texas Cone EleLateral (ft) (It) O Penetrometer Strata Description Press. Deviator Stress MC Wet LL PI Den. Additional Remarks G -- _ — (PD (RS_1 _ (Dcf)�-- PAVEMENT, 2.5 inches of asphalt+7 inches of concrete+1 inch of asphalt 138.9 CLAYEY SAND, compact, moist, orange -brown 5.4 (SC) 6.8 22 8 PP:3.0, %Pass #200 Sieve:36.1 135.8 —_ CLAYEY SAND, compact to very dense, moist, orange to tan, with slight 19 (6) 26 (6) cementation (SC) 5 7.1 24 8 %Pass #200 Sleve:31.7 529.6 10 50 (0.75) 50 (0.5) Remarks: GPS Coordinates: N 32.823065 W 97.067606. Pocket penetrometer (PP) reading in tsf. Borehole dry at completion. Any groundwater elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrillTex Logger: Aaron Brewer Organization: Rone Engineering G:\Projects\2018 Projects\18-22700\18 22721 SH 360 and Trinity 8ouievard\Boring Logs\Pavement CLG PLATE B.48 Ui1LLIP U LUU County Tarrant Hole P-2 District Fort Worth NlnCore Highway SH 360 Structure Pavement Date 5/23/18 rsion 3.3 CSJ Station 0 Grnd. Elev. 537.39 ft Offset 0 GW Elev. 0.00 ft L Trlaxial Test Properties Elev. O Texas Cone Strata Description Lateral Deviator Wet Additional Remarks (ft) G Penetrometer Press. Stress MC LL PI Den. (psli (psi)_ ( ccf) SANDY CLAY, stiff, moist, tan and brown, gravelly, ferrous oxidation (possible fill) 0 75.85 9.8 46 33 122 PP:4.5+, %Pass #200 Sieve 11.2 PP:3.25 13.4 CLAYEY SAND, compact, moist, orange (SC) 5 _ _ 24 (6) 22 (6) :11.4 ' - - 12.2 PP:3.0 =- - CLAYEY SAND, compact, moist, brown, --- with organics and ferrous nodules (SC) 17.3 31 14 PP:3.0, %Pass #200 Sleve:40.5 17.4 10 -il 17(6)24(6) Remarks: GPS Coordinates: N 32.822935 W 97.066922. Pocket penetrometer (PP) reading In tsf. Borehole dry at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrillTex Logger: Aaron Brewer Organization: Rone Engineering G:\Projects\2018 Projects\18-22700\18-22721 SH 360 and Trinity Boulevard\Boring Logs\Pavement CLG PLATE B.49 UI"iILLIIVU LVU _ . County Tarrant Hole P-3 District Fort Worth VinCore Highway SH 360 Structure Pavement Date 5/23/18 fersion 3.3 CSJ Station 0 Grnd. Elev. 524.54 ft Offset 0 GW Elev. 0.00 ft L Trlaxial Test Properties O Texas ConeElevLateral Strata Description Deviator Wet Additional Remarks (ft) (ft) G Penetrometer Press. Stress MC LL PI Den. — _ (I? ) _(psi) cf PAVEMENT, 2.25 inches of asphalt+6 Inches of concrete+1 Inch of asphalt 523.8 '. CLAY, stiff to very stiff, moist, 18.7 PP:4.5+ gray, laminated with limonite and trace light gray silty sand, with gypsum and ferrous deposits (CL) 0 _. 135.69 10.8 45 30 131 PP:4.5+, %Pass #200 Sieve 520.5 SANDY FAT CLAY, very stiff to hard, moist, gray, laminated with 38 (6) 44 (6) limonite and light gray silty 5 — sand, with ferrous deposits and gypsum (CH) 0 69.46 13.9 50 34 126.4 PP:4.5+, %/%Pass #200 Sieve:85.2 11.8__. PP:4.5+ 514.5 10 50 2.25 Remarks: GPS Coordinates: N 32.822839 W 97.065872. Pocket penetrometer (PP) reading in tsf. Borehole dry at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrIliTex Logger: Aaron Brewer Organization: Rone Engineering G:\Projecls\2018 Projecls\18-22700\1822721 SH 360 and Trinity Boulevard\Boring Logs\Pavernenl CLG PLATE B.50 County Tarrant VlnCore Highway SH 360 sion 3.3 CSJ L Texas Cone (ft)Elev. O Penetrometer 3.7 7.6 UMILLII'1u LUU Hole P-4 Structure Pavement Station 0 Offset 0 Trlaxial Test Properties Strata Description Lateral Deviator Wet Press. Stress MC LL P1 Den. _ (psi) (pcfj PAVEMENT, 2.5 inches of asphalt+6.25 Inches of concrete+1.5 inches of asphalt SANDY CLAY, soft, moist, orange 22.1 brown, with trace gravel and hematite (CL) CLAYEY SAND, loose, moist, orange -brown, trace gravel (SC) SANDY CLAY, soft, moist, brown, with large aggregates (CL) District Fort Worth Date 5/23118 Grnd. Elev. 509.57 ft OW Elev. 0.00 ft Additional Remarks PP:2.5 0 13.35 15.3 32 16 133.4 PP:2.25, %Pass #200 Sieve:47.0! 15.9 25 12 PP:2.5, %Pass #200 Sleve:58.0 102.6 "E?' CLAYEY SAND, loose, moist, brown (SC) 8.8165 PP:1.0, %Pass #1200 Sieve:39.8 9.610 6(6)7(6) Remarks: GPS Coordinates: N 32.822520 W 97.065043. Pocket penetrometer (PP) reading In tsf. Borehole dry at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrIlITex Logger: Aaron Brewer Organization: Rone Engineering G.\Projects\20t8 ProlactsUB-22700\18.22721 SH 360 and Trinity BoulevardiBoring Logs\Pavement OLG PLATE B.51 LJIIILLII'IU LOU County Tarrant Hole P-5 District Fort Worth NinCore Highway SH 360 Structure Pavement Date 5/23/18 fersion 3.3 CSJ Station 0 Grnd. Elev. 498.26 ft L Texas Cone Elev. O (ft) G Penetrometer 197.5 Offset 0 GW Elev. 0.00 ft Triaxial Test Properties Strata Description Lateral Deviator Wet Additional Remarks Press. Stress MC LL PI Den. -- -- (psi(psi ) --(pf' PAVEMENT, 1.5 inches of asphalt+5.5 inches of concrete+2 inches of asphalt CLAYEY SAND, slightly compact, 12.1 moist, orange -tan, with trace gravel (SC) 11.0 PP:4.5+ SANDY CLAY, stiff to hard, moist, orange, with trace gravel, limonite, and hematite (CL) 0 32.26 18.2 43 29 130__ PP:4.25, %Pass #200 Sieve:81.1 19.4 PP:4.5+ 1 — ! — - Remarks: GPS Coordinates: N 32.822366 W 97.064231. Pocket penetrometer (PP) reading in tsf. Borehole dry at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrillTex Logger: Aaron Brewer Organization: Rone Engineering G1Prulecls\2018 Projects\18-22700\1822721 SH 360 and Trinity eoulevard'eoring Logs\Pavement CLG PLATE B.52 Uhi1LL11Vla LIJU County Tarrant Hole P-6 District Fort Worth vinCore Highway SH 360 Structure Pavement Date 5/23/18 rslon 3.3 CSJ Station 0 Grnd. Elev. 487.81 ft Offset 0 GW Elev. 0.00 ft Triaxial Test Properties Strata Description Lateral Deviator Wet Press. Stress MC LL PI Den. (psi) (psI]_ PAVEMENT, 7 inches of concrete CLAYEY SAND, lime -treated, slightly compact, moist, brown (SC) SANDY CLAY, stiff, moist, brown to orange (CL) CLAYEY SAND, slightly compact to loose, moist, orange, (SC) ►7.8 10 9 (6) 8 (6) - .19.2 54 21 13.5 35 22 11.8 23 9 16.3 Additional Remarks PP:4.5+, %Pass #200 Sieve:45.0 PP:2.5, %Pass #200 Sieve:50.4 %Pass #200 Sieve:32.9 1s Remarks: GPS Coordinates: N 32.822554 W 97.061015. Pocket penetrometer (PP) reading In tsf. Borehole dry at completion. Any ground water elevation information provided on this boring log is representative of conditions existing on the day and for the specific location where this information was collected. The actual groundwater elevation may fluctuate due to time, climatic conditions, and/or construction activity. Driller: DrlllTex Logger: Aaron Brewer Organization: Rone Engineering G:1Prolecls\2018 Project5 l8.2 2 70011 8-2272 1 SH 36D and Trimly Boulevard\Boring Logs\Pavement GIG PLATE B.53 APPENDIX C FIELD EXPLORATION Subsurface conditions were defined by 15 sample borings located as shown on the Boring Location Diagram, Plate A.3. The borings were completed at locations staked in the field by Rone personnel. The borings were advanced between sample intervals using continuous flight auger drilling procedures. The results of each boring are shown graphically on the Logs of Boring. Sample depth, description, and soil classification based on the Unified Soil Classification System are shown on the Logs of Boring. Relatively undisturbed samples of cohesive soils were obtained with nominal 3 -inch diameter tube samplers at the locations shown on the Logs of Boring. The tube sampler consists of a 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 of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, scaled and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25 -inch diameter piston is pushed into the undisturbed sample at a constant rate to a depth of 0.25 -inch. The results of these tests are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Samples were obtained using split -barrel sampling procedures in general accordance with ASTM D1586. In the split -barrel procedure, a disturbed sample is obtained in a standard 2 inch OD split barrel -sampling spoon driven into 18 inches into the ground using a 140 -pound hammer falling freely 30 inches. The number of blows for the last 12 inches of a standard 18 -inch penetration is recorded as the Standard Penetration Test resistance (N -value). The N -values are recorded on the boring logs at the depth of sampling. The samples were sealed and returned to our laboratory for further examination and testing. The encountered rock and rock -like materials were evaluated with a modified version of the Texas Cone Penetration test. Texas Department of Transportation (TX -DOT) Test Method Tex -1 32-E specifies driving a 3 -inch diameter cone with a 170 -pound hammer freely falling 24 inches. This C.1 results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140 - pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6 -inch penetration is tabulated at respected test depths, as blows per 6 inches on the log. In hard materials (rock or rock -like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. Groundwater observations during and after completion of the boring are shown on the upper right of the boring log. Upon completion of the boring, the boreholes were backfilled with auger cuttings to ground level. C.1 LABORATORY TESTING General Laboratory tests were performed on selected samples, retrieved from the borings, to evaluate the engineering characteristics of the subsurface materials encountered and to provide data for developing engineering design parameters. The subsurface materials recovered during the field exploration were described by an engineering geologist or senior staff member in the field and/or the laboratory and were later refined based on results of the laboratory tests performed. Classification Tests Visual classification of soils was verified by natural moisture content determinations, Atterberg limits determinations, and gradation tests (percent passing the No. 200 U.S. Standard Sieve). These tests were performed in general accordance with American Society for Testing and Materials (ASTM) procedures as follows: All recovered soil samples were classified and described, in part, using the Unified Soil Classification System (USCS). To determine soil characteristics and to aid in classifying the soils, index property and classification testing was performed on selected samples of the soils. Testing was performed in general accordance with the following ASTM standards, as applicable. Atterberg Limits ASTM D 4318 Percentage of Particles Passing the No. 200 Sieve ASTM D 1140 Moisture Content ASTM D 2216 Dry Unit Weight ASTM D 2167 Unconfined Compressive Strength ASTM D 2166 Direct Shear ASTM D 3080 Free Swell Test ASTM D 4546 Method B Free Swell Tests Selected samples of the near -surface cohesive soils were subjected to free swell tests. In the free swell test, a sample is placed in a consolidometer and subjected to the estimated overburden pressure. The sample is then inundated with water and allowed to swell. Moisture contents are C.2 determined both before and after completion of the test. Test results are recorded as the percent swell, with initial and final moisture content. Free swell test results are presented on Plate A.4. Unconfined Compression Strength Tests - Soil Unconfined compression tests were performed on selected samples of cohesive soils. In the unconfined compression test, a cylindrical specimen is subjected to axial load at a constant rate of strain until failure occurs. Test procedures were in general accordance with ASTM D 2166. Strengths determined by this test are tabulated at their respective sample depths on the logs of borings. Results of natural moisture content and dry unit weight determinations are also tabulated at the respective sample depths on the logs. Direct Shear Tests Direct shear tests were performed on several samples to determine soil strength parameters. In the direct shear test, a soil specimen from a particular sample is subjected to a horizontal shearforce on a controlled failure plane, with a controlled vertical (normal) force applied to the specimen. The soil specimen for each normal load was allowed to consolidate prior to application of the horizontal (shear) torce. The rate of horizontal strain was sufficiently slow to allow drained conditions to develop (i.e., no build-up of pore water pressure in the sample during loading). Test results are plotted as peak shear stress versus vertical stress. Values for effective friction angle and effective cohesion can be obtained from this plot. Direct shear tests were performed in general accordance with ASTM D-3080. Direct shear tests results are presented on Plates A. 13 through A.20. C.2 APPENDIX D �— Geotechnical-Engineering Report — -� The Geoprofessional Business Association (GBA) has prepared this advisory to help you — assumedly a client representative — interpret and apply this geotechnical-engineering report as effectively as possible. In that way, clients can benefit from a lowered exposure to the subsurface problems that, for decades, have been a principal cause of construction delays, cost overruns, claims, and disputes. If you have questions or want more information about any of the issues discussed below, contact your GBA-member geotechnical engineer. Active involvement in the Geoprofessional Business Association exposes geotechnical engineers to a wide array of risk -confrontation techniques that can be of genuine benefit for everyone involved with a construction project. Geotechnical-Engineering Services Are Performed for Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical-engineering study conducted for a given civil engineer will not likely meet the needs of a civil - works constructor or even a different civil engineer. Because each geotechnical-engineering study is unique, each geotechnical engineering report is unique, prepared solely for the client. Those who rely on a geateclunical-engirheering report prepared for a different client can be seriously misled. No one except authorized client representatives should rely on this geotechnical-engineering report without first conferring with the geotechnical engineer who prepared it And no one - not even you - should apply this report for any purpose or project except the one originally contemplated. Read this Report in Full Costly problems have occurred because those relying on a geotechnical- engineering report did not read it in its entirety. Do not rely on an executive summary. Do not read selected elements only. Read this report in full. You Need to Inform Your Geotechnical Engineer about Change Your geotechnical engineer considered unique, project -specific factors when designing the study behind this report and developing the confirmation -dependent recommendations the report conveys. A few typical factors include: • the clients goals, objectives, budget, schedule, and risk -management preferences; • the general nature of the structure involved, its size, configuration, and performance criteria; • the structures location and orientation on the site; and • other planned or existing site improvements, such as retaining walls, access roads, parking lots, and underground utilities. Typical changes that could erode the reliability of this report include those that affect: • the site's size or shape; - the function of the proposed structure, as when it's changed from a parking garage to an office building, or from a light -industrial plant to a refrigerated warehouse; • the elevation, configuration, location, orientation, or weight of the proposed structure; • the composition of the design team; or • project ownership. As a general rule, always inform your geotechnical engineer of project changes - even minor ones - and request an assessment of their impact. The geotechnical engineer who prepared this report cannot accept responsibility or liability for problems that arise because tilegeotechnical ens;ineer was not informed about developments the engineer otherwise would have considered, This Report May Not Be Reliable Do not rely on this report if your geotechnical engineer prepared it: • for a different client; • for a different project; • for a different site (that may or may not include all or a portion of the original site); or • before important events occurred at the site or adjacent to it; e.g., man-made events like construction or environmental remediation, or natural events like floods, droughts, earthquakes, or groundwater fluctuations. Note, ton, that it could be unwise to rely on a geotechnical-engineering report whose reliability may have been affected by the passage of time, because of factors like changed subsurface conditions; new or modified codes, standards, or regulations; or new techniques or tools. If your geotechnical engineer has not indicated an "apply -by" date on the report, ask what it should be, and, in general, if you are the least bit uncertain about the continued reliability of this report, contact your geotechnical engineer before applying it. A minor amount of additional testing or analysis - if any is required at all - could prevent major problems. Most of the "Findings" Related in This Report Are Professional Opinions Before construction begins, geotechnical engineers explore a site's subsurface through various sampling and testing procedures. Geotechnical engineers can observe actual subsurface conditions only at those specific locations where sampling and testing were performed. The data derived from that sampling and testing were reviewed by your geotechnical engineer, who then applied professional judgment to form opinions about subsurface conditions throughout the site. Actual sitewide-subsurtace conditions may differ - maybe significantly - from those indicated in this report. Confront that risk by retaining your geotechnical engineer to serve on the design team from project start to project finish, so the individual can provide informed guidance quickly, whenever needed. n , This Report's Recommendations Are Confirmation -Dependent The recommendations included in this report - including any options or alternatives - are confirmation -dependent. In other words, they are not final, because the gentechnical enguteer who developed them relied heavily on judgment and opinion to do so. four geotechnical engineer can tinaIiic the teconuncndations only alter Observing acItitiI srrrldce rondidorrs revealetI during construction. it through observation your geotechnical engineer confirms that the conditions assumed to exist actually do exist, the recommendations can be relied upon, assuming no other changes have occurred Thegeoteclutiwl enginccr who prepared this report carutot assume responsibility or liability tier confirmalion- deperulant recommendations if you fail to retain that engineer to fw'rforni construction observation This Report Could Be Misinterpreted Other design professionals' misinterpretation of geotechnical- engineering reports has resulted in costly problems. Confront that risk by having your geotechnical engineer serve as a full-time member of the design team, to: confer with other design -team members, • help develop specifications, • review pertinent elements of other design professionals' plans and specifications, and • he on hand quickly whenever geotechnical-engineering guidance is needed. You should also confront the risk of constructors misinterpreting this report. Do so by retaining your geotechnical engineer to participate in prebid and preconstruction conferences and to perform construction observation. Give Constructors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can shift unanticipated -subsurface -conditions liability to constructors by limiting the information they provide for bid preparation. To help prevent the costly, contentious problems this practice has caused, include the complete gentechnical-engineering report, along with any attachments or appendices, with your contract documents, but be certain to note conspicuously that you've ins bided the material/or informational purposes only. To avoid misunderstanding, you may also want to note that "informational purposes" means constructors have no right to rely on the interpretations, opinions, conclusions, or recommendations in the report, but they may rely on the factual data relative to the specific times, locations, and depths/elevations referenced. Be certain that constructors know they may learn about specific project requirements, including options selected from the report, only from the design drawings and specifications. Remind constructors that they may perform their own studies it they want to and he sure ro allow enough time to permit them to do so. Only then might you be in a position to give constructors the information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Conducting prebid and preconstruction conferences can also be valuable in this respect. Read Responsibility Provisions Closely Some client representatives, design professionals, and constructors do not realize that gentechnical engineering is far less exact than other engineering disciplines That lack of understanding has nurtured unrealistic expvclations that have resulted in disappointments, delays, cost overruns, claims, and disputes. To confront that risk, geotechnical engineers commonly include c xplanatury provisions in [hell reports. Sometimes labeled 'limitations;' many of these provisions indicate where geotechnical engineers' responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these prot'isions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Geoenvironmental Concerns Are Not Covered 'ihe personnel, equipment, and techniques used to perform an environmental study - e.g., a "phase -one" or "phase -two" environmental site assessment - dither significantly from those used to perform a geotechnical-engineering; study. For that reason, a geotechnical- engineering report does not usually relate any environmental findings, conclusions. or recommendations; e.g , about the likelihood of encounlering underground storage tanks or regulated contaminants. Unanticipated subsurface etiviromnental problems flu cc led to project Jailttres. If you have not yet obtained your own environmental information. ask your neo1echoir al consultant for rich- mnnau'rmrnI guidance. As a general rude, do not rely oat an cuviromnerrtal report prepared for a dfei enl client, site, or project, or that is more than six months old Obtain Professional Assistance to Deal with Moisture Infiltration and Mold While your geotechnical engineer may have addressed groundwater, water infiltration, or similar issues in this report, none of the engineer's services were designed, conducted, or intended to prevent uncontrolled migration of moisture - including water vapor - from the soil through building slabs and walls and into the building interior, where it can cause mold growth and material -performance deficiencies. Accordingly, proper irrrplenaentation of the geotechnical engineer's recommendations will not of itself be sufficient to prevent moisture infiltration. Confront the risk of moisture infiltration by including building -envelope or mold specialists on the design team. Geotechnical engineers are not building - envelope or mold specialists. GEOPROFESSIONAL GB11 ' BUSINESS ASSOCIATION Telephone: 301/565-2733 e-mail: info@geoprofessional.org www.geoprofessional.org Copyright 2016 by Geoprotessional Business Association ((.Al Duplication. reproduction, or copying of this document, in whole or in part, by any means whatsoever, is strictly prohibited, except with GB.V's specific written permission Fxcerpting, quoting, or otherwise extracting wording from this document is permitted only with the express written permission of GBA, and only for purposes of scholarly research or bunk review. Only members of GBA may use this document or its wording is a complement to or is an clement of a report of any kind Any other firm. individual, or other enmity that so uses this document without being a GBA member could be committing negligent LEGEND OF UTILITY TYPES MNDOREDP,KRr �--,� PMMYNIWYICNY P nsr rteai ro,cN,E ce ui'i� — 'n--- EXIST I WB TRINITY BLVD 121 -96" RCP, 111 ENTERS STORM CULVERTS __�_ INLET \ �•'iT-i ice!^� �.PIIr�B AND 12 BO'U0 - O _`JV �_�._._ _ JO 1N SQ \ ��\5ff..��� _ �p-TE�i �� Q�V�---1.-�• W,— - r H Q 1 0 y LIET PL t p LN1 V _ _�� 'il' EXIST I EB ANERI[AN DLVO Q F _Pll""• ETA JQ� ��y�) ��ET ROD FURTHER 1051 ZONE \ - • •�� I SDMN RIM 491.48 AA.� '1^/j E n yp _ iL00R FLEV 4BZ. 521 Wl--' -=/p;pFj - — 1=-+ 'NWT EXIST 4 ES TRINITY BLVD 3- PE CULVERT UNABLE TO ENTERS STORM OUTfALL OPEN SSMH ER ENTERS STORM \ INLET /� 55MN RIM 498.69 INLET LMRIM • 496.84 ' % \ FL 8' UNK W • 484,77 FL B UNK W 481.24 FL B- UNK C 484,73 FL 8" UNK E 483.22 FL 8 " UNK S • 4 3.38 // 0 25 50 100 200 I I I I I TSµ HRCAICT "3220 ^<'<ffMEc„fir 1 :.5jCtin�E�. 10/5/2018 :i: Rmue1 «sxi ac 1_. +wTFu�ocD uu��ao�.cri YE�wl, lii L uyEl, VOPS,j Ci WU _: *— m,foPodie•1_—� ,wRaCUc11 CLCCTRIC /IPWLR ' lAxrtAxr YeMlex wvcr,PUDovdm TTolN olYllx Pr. arrPYrmmD arcorHNEwwm c 9 - - - —sm— - _ua�- _ TMii1C 4m10M�Le LCUtMO Uf UTILITY f AI•® EI B 0 �,PL • THE RIOSGROUP AMERICAN AIRLINES PAVING AND TRAFFIC SIGNAL IMPROVEMENTS SUE LAYOUT BEGIN PROJECT TO STA 8300 NO: 101314ISHEET I OF 4 LEGEND OF UTILITY TYPES .roman wan. �-•� cRNMYNICETroMf u — CI GM DLMeucxl RRppDunl — —Cb— - [h3pC11tMlV4J -- Ducn tFH�ti�oOWir (x- - DuaAKtl - —KY— O D O 01 Ic I JBLVD�--- rn .—EXIST 8 WE TRINIWB TRINITY BLVDQ1CULVERT OUTFALL e5.00 C7 _ X211 iT�0Y61— _ - r f EXIST @ ES TRINITY BLVD �� N� y Q e� O 0 o zs 50 loo 20 lri�r�D11LYilc A _ _ r2RN[I MCPODCcn pw.FRVOwcr�- i±— IYr wE — - (cT'= EH •uVxDcn SrtcnWllGa�El utOOtwditn xr �rl[deaG rW lrowDn lm -- — —� •�7B•IlDIRR IYYO/bYIpD1M DL NtNY t =INTIXi51F RAE r�ETRRLEYM 1T rewrnau N•ctN D•rlr— — MNITMTRENER IT - —0— x.orurwaRrt, 54 anar ranwwm �A.biMtirp nt •r urnwreelrR _ aMONRINWN ftY,DLp� wr _ E�m•a1EaRmroxNa mF n+ry •a+r�suxtN _ _ S1Q— LEGEND OF UTILITY SYMBOLS B nn ID Ir nN.n �p Ns mRRR+x' �® rpMi iNw O ® e .NI o Ott S • ' o Q THERlo5GRouP '`Al"ARD"Oa`_ AMERICAN AIRLINES PAVING AND TRAFFIC SIGNAL IMPROVEMENTS SUE LAYOUT STA 83-00 TO STA 89.00 ROJECT Not 151314 SNEEE2 OF 41 1 10/5/2018 LEGEND OF UTILITY TYPES cGMMu/ucmoxe a �F n nnn nxoocrl - olaxri M.�weJt /OYaoucrl---'CJ--- rfvltOOK.,I IL EXIST @ WB TRINITY BLVD O LOST TONE Q tY15T ROB � 4P2--"--" BLVD u. 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C6 �r \ - ==88 h0 (EXIST @ EB TRINITY BLVD _ f2` ._��- rev •° CIO N I � _ aow� li KTwwi B Pvc�wwl� So, 1I1 �$ �,� \n:k( 1S5NN RIM _-- MwIBLE 10 IBEESP AREA WNLH RWA 1IR 11 ;<•ya: ?!V 176.75 v, I AC S Y•VC NW VEST T. ]] •Y L HwY I I A°A\NDpNED 6 SANITARY( I I I PL IF ED PER RECORDS 0 25 50 1 I00 200 I�t col INt,MI 5� 5EE TO HA 7' i 125210 /Y j f1 SIONk, Z '1•r LEGEND OF UTILITY TYPES CUNNUNICRT,DNS r ev°eNN`rn'awwow"RReFouc,—_ - —C•-- nV AND TRAFFIC SIGNAL IMPROVEMENTS SUE LAYOUT STA 9900 TO END PROJECT 10/5/201RIPROJECT N0:I OIJIEI5HEET a OF 4 I ! 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 APPLICATION FOR PLEASE TYPE FLOODPLAIN DEVELOPMENT PERMIT Date 09/06/2018 Permit No. Name of Owner or Applicant American Airlines Address of Owner 4333 Amon Carter Blvd. Fort Worth, Texas 76155 Location of Permit Area (Address or Legal Description) Along Trinity Blvd. between SH 360 and American Blvd. PURPOSE OF REQUEST: ❑Excavation Filling Telephone No. 817-392-2481 Nearest Stream Unknown Tributary to West Fork Trinity River ❑Dredging or Mining Office Use Only ❑ Approved ❑ Approved With ❑Denied** Conditions* Date In: Date Out: Processed By: Approved By: ❑Utility Construction ❑ Building Permit ✓❑ Grading ✓❑ Paving ❑ Drilling Operations ❑ Other BRIEF DESCRIPTION OF PROPOSAL (Attach separate sheet If needed) See attachment COMPLETE APPLICABLE QUESTIONS: 1. Total drainage area of watercourse 3. Has site previously flooded? 530 ❑✓ Yes ❑ No acres. 2. Regulatory flood elev. ✓❑ Not available. 4. Is site subject to flooding? EII Yes ❑ No 5. Is safe access available during times of flood? ❑ Yes ❑ No ❑✓ Unknown 6. Is the proposal within the designated floodway? ❑ Yes ZNo ❑Unknown 7. Have all necessary prior approval permits been obtained from federal, state or local governmental agencies?❑✓ None Required ❑Yes ❑No (If no, explain; if yes, provide copies of approval letters or permits.) ATTACH THE FOLLOWING IF APPLICABLE: 1. Two (2) sets scale drawings showing location, dimensions, elevations of existing and proposed topographic alterations, existing and proposed structures, location relative to floodplain area. 2. Extent to which watercourse or natural drainage will be altered or relocated. 3. Supporting hydraulic calculations, reports, etc., used as a basis for proposed improvements. 4. Lowest floor elevation (including basement) of all proposed structures. 5. Elevation to which any non-residential structure shall be flood proofed. 6. Certification by registered professional engineer or architect that flood proofing criteria are met as set forth in Section 7-347, Sub -Section b, Ordinance No. 11998. DURING THE OCCURRENCE OF A 100 -YEAR FREQUENCY FLOOD WILL THE Info. Not PROPOSAL: Yes No Available 1. Reduce capacity of channels/floodways/watercourse in floodplain area? ❑ ✓❑ ❑ 2. Measurably increase flood flows/heights/damage on off -site properties? ❑ ✓❑ ❑ 3. Individually or combined with other existing or anticipated development expose adjacent ❑ ❑ properties to adverse flood effects? 4. Increase velocities/volumes of flood waters sufficiently to create significant erosion of ❑ EI1 ❑ flood lain soils on subject ro ert or adjacent ro ert u stream/downstream? 5. Encroach on floodway causing increase in flood levels? ❑ EII ❑ ❑ 0 ❑ 6. Provide compensatory storage for any measurable loss of flood storage capacity? APPLICATION FOR FLOODPLAIN DEVELOPMENT PERMIT PROPOSAL DESCRIPTION Roadway and operational improvements are proposed between the intersection of Trinity Blvd. and SH 360 to American Blvd. Improvements include roadway widening, storm drain relocation/improvements, sidewalks, retaining walls, and traffic signals. Part of the proposed improvements will be performed within a FEMA designated Zone A floodplain of Unnamed Tributary to West Fork Trinity River. All proposed improvements are anticipated to be performed above the estimated 100 -year WSEL based on TxDOT record drawings. No changes are proposed to the existing condition drainage patterns and flows. FLOODPLAIN DEVELOPMENT PERMIT The City of Fort Worth's Floodplain Permit Program is authorized by Section 7-318 of City Ordinance No. 11998, adopted June 13, 1995. This permit is required for all development taking place within the area of the 100 -year floodplain (special flood hazard areas) as shown on the current Flood Insurance Rate Maps and Flood Boundary-Floodway Maps, published by the Federal Emergency Management Agency (FEMA). These maps are available for public inspection in the Engineering Department, Municipal Building, 1000 Throckmorton Street. Failure to obtain a Floodplain Development Permit or violating other provisions of City Ordinance No. 11998 or the conditions described within the permit constitutes a misdemeanor and upon conviction, a person, firm, or corporation could be fined up to one thousand dollars ($1,000) a day for each day that the violation occurs. I understand that the conditions which may be stated for permit approval or the provisions of City Ordinance No. 11998 may be superseded by other provisions of City code or policies. I further understand that this Floodplain Development Permit does not constitute final approval until all development requirements placed on the property have been met. These requirements include, but are not limited to, City construction plan approval, platting and community facilities agreements. This proposal shall be subject to any change in floodplain development policy at the actual time of development. Application is hereby made for a permit to authorize the activities described herein. I hereby certify that I am familiar with the information contained on this application and to the best of my knowledge such information is true and accurate. I further certify that I possess the authority to undertake the proposed activity. I understand that if my application is denied, I have sixty (60) days from the date of such denial to appeal the adverse action to the OFFICE USE ONLY Signature of Applicant or Authorized Agent FLOODPLAIN AREA DEFINED BY: ❑ FEMA ❑ COE ❑ FLOOD STUDIES ❑ HIGH WATER MARKS ❑OTHER FEMA INS. ZONE FEMA MAP NO. FLOOD ELEV. GROUND ELEV. FLOOD PLAIN STUDY PLATE NO. FLOOD ELEV. CONDITIONS FOR APPROVAL* OR REASONS FOR DENIAL** THIS PERMIT SHALL EXPIRE TWO YEARS FROM THE DATE OUT ON PAGE 1 ABOVE National Flood Hazard Layer FIRMette FEMA 0 250 500 1,000 1,500 2,000 vv Legend EE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Without Base Flood Elevation (BFE) Zone A, 0.499 SPECIAL FLOOD With BFE or Depth Zone AE, AD, AH, VE, AR -AZARD AREAS Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile zone x Future Conditions 1% Annual Chance Flood Hazard nine x Area with Reduced Flood Risk due to FHER AREAS OF Levee. See Notes. Zone x FLOOD HAZARD Area with Flood Risk dueto Levee Zone o o SCREEN Area of Minimal Flood Hazard zone x Effective LOMRs OTHER AREAS Area of Undetermined Flood Hazard zo„e o GENERAL ---- Channel, Culvert, or Storm Sewer STRUCTURES 1 I 1 11 11 Levee, Dike, or Floodway Cross Sections with 1% Annual Chance iT•s Water Surface Elevation so- - - Coastal Transect --en-- Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary — --- Coastal Transect Baseline OTHER - _ Profile Baseline FEATURES Hydrographic Feature Digital Data Available N No Digital Data Available MAP PANELS Unmapped 4 The pin displayed on the map Is an approximate point selected by the user and does not represent an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps If It is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard Information is derived directly from the authoritative NFHLweb services provided by FEMA.This map was exported on 9/5/2018 at 10:03:09 AM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective Information may change or become superseded bynew data over time. This map Image is void it the one or more of the following map elements do not appear: basemap Imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. /45.50' !/.30' 47' \ \� .Yee Shert 60. 0 �� FiPr+p flFiirx tF 90' - . • _,l''!J. f Sty /OrP7.00 I _-- _ — -_ — -- ----- - G. J0•f.G • SO J/'Sl. t�t'E CY. O` �� •• ` I sr. sarrt�eo �• :. w I1 T ; �Sre t5btet 'l0. - i k l HYDRAULIC CALCULATIONS tes5o' Yr 0 1/50' ! 47' lo /,/d.0 2,1J . �Ai/. 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Sfa. /2#08.08 •- q - T.D. ¢.ei. La. S/a. /J#50.00_ % i :a18' i8 " i S.N. J60 f a. / 183.00 �;>r � 6 3/./8 Ll TLf. 2l La Sfa //x74.96 ' Al A. P.C. 24'L/. T. D. 2/La. S/a. /4#19.9/ I Mafch (..is/. .Pd., ICv / ¢'!B' Trinity D/d. 8L La. Ia.. /d ♦055 Tr n,/u 5/w! R/. La SYa. // #69, 65 .g 44471 4fl0 .Pavnp /20-P S),. x07.2 a Trinity D/.o' 81 La. S/a. /5#050/ 4, P.C.C J/. /8'L/ 7. D. ?f La. Sfa. 14#d%O �Trini/r 5/vd..Pl. La. 3Ya. //157.69 S.f f eria. 288419617 q3'�\ `` •SA.F-A. 3.x 6417i5 More. See Sher/ /?7 \ . \ For 6rida C/r/.\'2P and 2sorap p .0e ;ls o 2s'.e#. 7:e.el La. S/r< //#2zae - 4 GEOMETRIC LAYOUT \ o TRINITY BLVD. b0 P.C_ Sf D+OD.00 itj Zip P I ?J'?/. 7.5 ?f La Sfa. /0/52.97 • \ 35' 2l, .Pomp re JY- _ _ 3 5 10 T t w W - - - S7A. 9+83.15 to STA. 16+05 PT. Trinity D/vd..PL is. S/a. 9#81./5 \\ S'Mono. `•+ IL. . 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