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Home My WebLink AboutContract 54380-PM3519 E. Border Street Arlington, TX 76010 www.mmatexas.com PROJECT MANUAL FOR THE CONSTRUCTION OF STREET LIGHTING WESTSIDE HEIGHTS FID NO. 30114-0200431-102269-E07685 CITY PROJECT NO. 102269 IPRC NO. 19-0184 FILE NO. W-2664 X-26258 Betsy Price David Cooke Mayor City Manager Christopher P. Harder Water Director William Johnson Director, Transportation and Public Works Department Prepared for The City of Fort Worth 2020 07/16/2020 CSC No. 54380-PM3 00 00 10- 1 TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS Page 1 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102269 Revised September 1, 2015 1 SECTION 00 00 10 2 TABLE OF CONTENTS 3 DEVELOPER AWARDED PROJECTS 4 5 Division 00 - General Conditions 6 00 11 13 Invitation to Bidders 7 00 21 13 Instructions to Bidders 8 00 41 00 Bid Form 9 00 42 43 Proposal Form Unit Price 10 00 43 13 Bid Bond 11 00 45 11 Bidders Prequalification’s 12 00 45 12 Prequalification Statement 13 00 45 13 Bidder Prequalification Application 14 00 45 26 Contractor Compliance with Workers' Compensation Law 15 00 45 40 Minority Business Enterprise Goal 16 00 52 43 Agreement 17 00 61 25 Certificate of Insurance 18 00 62 13 Performance Bond 19 00 62 14 Payment Bond 20 00 62 19 Maintenance Bond 21 00 72 00 General Conditions 22 00 73 00 Supplementary Conditions 23 00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded 24 Projects 25 26 Division 01 - General Requirements 27 01 11 00 Summary of Work 28 01 25 00 Substitution Procedures 29 01 31 19 Preconstruction Meeting 30 01 31 20 Project Meetings 31 01 32 16 Construction Progress Schedule 32 01 32 33 Preconstruction Video 33 01 33 00 Submittals 34 01 35 13 Special Project Procedures 35 01 45 23 Testing and Inspection Services 36 01 50 00 Temporary Facilities and Controls 37 01 55 26 Street Use Permit and Modifications to Traffic Control 38 01 57 13 Storm Water Pollution Prevention Plan 39 01 58 13 Temporary Project Signage 40 01 60 00 Product Requirements 41 01 66 00 Product Storage and Handling Requirements 42 01 70 00 Mobilization and Remobilization 43 01 71 23 Construction Staking 44 01 74 23 Cleaning 45 01 77 19 Closeout Requirements 46 01 78 23 Operation and Maintenance Data 47 01 78 39 Project Record Documents 48 00 00 10- 2 TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS Page 2 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102269 Revised September 1, 2015 1 Technical Specifications which have been modified by the Engineer specifically for this 2 Project; hard copies are included in the Project’s Contract Documents 3 4 NONE 5 6 Technical Specifications listed below are included for this Project by reference and can be 7 viewed/downloaded from the City’s Buzzsaw site at: 8 9 htps://projectpoint.buzzsaw.com/client/fortworthgov/Resources/02%20- 10 %20Construction%20Documents/Specifications 11 12 Division 02 - Existing Conditions 13 02 41 13 Selective Site Demolition 14 02 41 14 Utility Removal/Abandonment 15 02 41 15 Paving Removal 16 17 Division 03 - Concrete 18 03 30 00 Cast-In-Place Concrete 19 03 34 13 Controlled Low Strength Material (CLSM) 20 03 34 16 Concrete Base Material for Trench Repair 21 03 80 00 Modifications to Existing Concrete Structures 22 23 Division 26 - Electrical 24 26 05 00 Common Work Results for Electrical 25 26 05 10 Demolition for Electrical Systems 26 26 05 33 Raceway and Boxes for Electrical Systems 27 26 05 43 Underground Ducts and Raceways for Electrical Systems 28 29 Division 31 - Earthwork 30 31 10 00 Site Clearing 31 31 23 16 Unclassified Excavation 32 31 23 23 Borrow 33 31 24 00 Embankments 34 31 25 00 Erosion and Sediment Control 35 31 36 00 Gabions 36 31 37 00 Riprap 37 38 Division 32 - Exterior Improvements 39 32 01 17 Permanent Asphalt Paving Repair 40 32 01 18 Temporary Asphalt Paving Repair 41 32 01 29 Concrete Paving Repair 42 32 11 23 Flexible Base Courses 43 32 11 29 Lime Treated Base Courses 44 32 11 33 Cement Treated Base Courses 45 32 12 16 Asphalt Paving 46 32 12 73 Asphalt Paving Crack Sealants 47 32 13 13 Concrete Paving 48 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 49 32 13 73 Concrete Paving Joint Sealants 50 32 14 16 Brick Unit Paving 00 00 10- 3 TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS Page 3 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102269 Revised September 1, 2015 1 32 16 13 Concrete Curb and Gutters and Valley Gutters 2 32 17 23 Pavement Markings 3 32 31 13 Chain Link Fences and Gates 4 32 31 26 Wire Fences and Gates 5 32 31 29 Wood Fences and Gates 6 32 32 13 Cast-in-Place Concrete Retaining Walls 7 32 91 19 Topsoil Placement and Finishing of Parkways 8 32 92 13 Hydro-Mulching, Seeding, and Sodding 9 32 93 43 Trees and Shrubs 10 11 Division 33 - Utilities 12 33 01 30 Sewer and Manhole Testing 13 33 01 31 Closed Circuit Television (CCTV) Inspection 14 33 03 10 Bypass Pumping of Existing Sewer Systems 15 33 04 10 Joint Bonding and Electrical Isolation 16 33 04 11 Corrosion Control Test Stations 17 33 04 12 Magnesium Anode Cathodic Protection System 18 33 04 30 Temporary Water Services 19 33 04 40 Cleaning and Acceptance Testing of Water Mains 20 33 05 10 Utility Trench Excavation, Embedment, and Backfill 21 33 05 12 Water Line Lowering 22 33 05 13 Frame, Cover and Grade Rings 23 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 24 33 05 16 Concrete Water Vaults 25 33 05 17 Concrete Collars 26 33 05 20 Auger Boring 27 33 05 21 Tunnel Liner Plate 28 33 05 22 Steel Casing Pipe 29 33 05 23 Hand Tunneling 30 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 31 33 05 26 Utility Markers/Locators 32 33 05 30 Exploratory Excavation for Existing Utilities 33 33 11 10 Ductile Iron Pipe 34 33 11 11 Ductile Iron Fittings 35 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 36 33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 37 33 11 14 Buried Steel Pipe and Fittings 38 33 12 10 Water Services 1-inch to 2-inch 39 33 12 11 Large Water Meters 40 33 12 20 Resilient Seated Gate Valve 41 33 12 21 AWWA Rubber-Seated Butterfly Valves 42 33 12 25 Connection to Existing Water Mains 43 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 44 33 12 40 Dry-Barrel Fire Hydrants 45 33 12 50 Water Sample Stations 46 33 12 60 Blow-off Valves 47 33 31 12 Cured in Place Pipe (CIPP) 48 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 49 33 31 15 HDPE Pipe For Sanitary Sewers (Gravity and Force Mains) 50 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 00 00 10- 4 TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS Page 4 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102269 Revised September 1, 2015 1 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 2 33 31 22 Sanitary Sewer Slip Lining 3 33 31 23 Sanitary Sewer Pipe Enlargement 4 33 31 50 Sanitary Sewer Service Connections and Service Line 5 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 6 33 39 10 Cast-in-Place Concrete Manholes 7 33 39 20 Precast Concrete Manholes 8 33 39 30 Fiberglass Manholes 9 33 39 40 Wastewater Access Chamber (WAC) 10 33 39 60 Epoxy Liners for Sanitary Sewer Structures 11 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 12 33 41 11 HDPE Storm Sewer Pipe 13 33 46 00 Sub drainage 14 33 46 01 Slotted Storm Drains 15 33 46 02 Trench Drains 16 33 49 10 Cast-in-Place Manholes and Junction Boxes 17 33 49 20 Curb and Drop Inlets 18 33 49 40 Storm Drainage Headwalls and Wingwalls 19 20 Division 34 - Transportation 21 34 41 10 Traffic Signals 22 34 41 13 Removing Traffic Signals 23 34 41 20 Roadway Illumination Assemblies 24 34 41 30 Aluminum Signs 25 34 71 13 Traffic Control 26 27 28 Appendix 29 GC-4.01 Availability of Lands 30 GC-4.02 Subsurface and Physical Conditions 31 GC-4.04 Underground Facilities 32 GC-4.06 Hazardous Environmental Condition at Site 33 GC-6.06.D Minority and Women Owned Business Enterprise Compliance 34 GC-6.07 Wage Rates 35 GC-6.09 Permits and Utilities 36 GC-6.24 Nondiscrimination 37 GR-01 60 00 Product Requirements 38 39 END OF SECTION 165135 working20 working aoas iz DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder 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. i�i t.i�e '`Maj�r Work Tyne" bax pro�ide the compkete i�t2jor wark t�e and actual descri,}�tian as �:�o�ided bv the Water Dcuartment For water and_sewer anr! T�'W for �a�ir��. Major Work Type Contractor/Subcontractor Company Name Prequalification Ex iration Date Installation of roadway and Mels Electric L.P. 06/18/2021 edestrian li htin The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Mels Electric L.P. P.O. Box 40 Wilmer, TX 75172 BY: kl►�� i ctri �i . ~ � � � �,z 5i�nature TITLE: � � ' p��' DATE: �ui�� \ �� ?�G7 END OF SECTION CIN OF FORT WORTH STANDAHD CONSTRUClION PREQUALIFICATION STATEMENT—DEVELOPER AWARDED PROJECiS 004512_Prequalification Statement 2015_DAP Form Version September 1, 2015 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of i 2 3 4 5 6 7 8 9 10 11 l2 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3l 32 33 34 35 36 37 38 39 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 102269 Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Mels Electric L.P. By: Company P.O. Box 40 Sign Address Wilmer, TX 75172 City/State/Zip THE STATE OF TEXAS § COUNTY OF T NT �Q'l�l.A S§ BC��C)Ct� ME, the unc�e:i�signcd authority, on this day personally appeared �I �1D 1 I,{� L� C��.�_��: �.'_- , known to me to be the person whose name is subscribed to the ft�re�ain� instrument, and acknowledged to me that he/she executed the same as the act and deed of ��• L`-r [t.C� ��C�� 1. �[' for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN LTNDER MY HAND AND SEAL OF OFFICE this I��1 day of .Llll.�' , 20��. l � .�_ .' 1 �- ��r • � .� ��i ury '�L.l.�.�'-..y.. � �� -� L� I �t'!�Y rU�'�r SUSAN J. WHITAKER t� ntary Public in �nd for the State of Texas �s ' � Notary Aublic, State of Texas *� w � �� Comm. Expires 10-23-2021 �� oP'�,� Notary LD 633419-3 OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCT[ON SPEC[FICATION DOCUMENTS Revised April 2, 2014 WESTSIDE HEIGHTS 102269 Title: ��GS.�d I��.1T (Please Print) 06/16/2020 135 working20 working 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 38 Article 4. CONTRACT PRICE 39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 40 Documents an amount in current funds of Three flar��dred Sial�f Si� Il�ausemcl, Ni�zc flurarlrcd 41 Tl�ii73� Se7�c�ia dollars and Seventy Five cents ($3GG,137. �5). 42 Article 5. CONTRACT DOCUMENTS 43 5.1 CONTENTS: 44 A. The Contract Documents which comprise the entire agreement between Developer and 45 Contractor concerning the Work consist of the following: 46 1. This Agreement. 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 2. Attachments to this Agreement: x'1—�iif�--�'{3F133—�%�''s—�3EY3�fE�L•� 1•,�,lar�}�][.'� 1) Proposal Form (DAP Version) 2) Prequalifcation Statement �}��1��1-a��€e�a-E-�IEx:EE��e��s{�*�rr��t s�3e�t=��1 b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) ��w��+�i�y--f'er• -l�e-k-3er�#s g. Worker's Compensation Affidavit �--A4-�3-�-�t-}c�t�8�'�-C-'ni� � 3��i ��t� ��tn�� i t�-(��-�[��ri �•c,�ckj 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. �, .4��r�I��e��"'��ieri� 62 5. Specifications specifically made a part of the Contract Documents by attachment 63 or, if not attached, as incorporated by reference and described in the Table of 64 Contents of the Project's Contract Documents. 65 6. Drawings. 66 7. Addenda. 67 68 69 70 71 72 73 74 75 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incoiporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102269 Revised June 16, 2016 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of 4 76 Article 6. INDEMNIFICATION 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 6.1 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 inir.nclecl to o�erzte and be effective even if it is alle�ed or nrm�ei= that all or some of the damages being snti�lzt ►vcre cause�3, in ►vlinle ��i� itz Paa•l, i�v anv .}�t, or►xis�;ian ❑a• r►ef�li�c�ace o1' tlie 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. 6.2 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 offcers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification pr�r�risinn is s�ctiitic.�liv inte�ttled to rr��er�ic_ �iN�rl_uc_cf'frcti�e e�c�� if it is allc�cci or rn►�c:�i tls.�t al! ox' sc�iiic [�f tlic �l�ma �cs �1Clii�r sni��ht �vere c�usec3 11] 1VIiqIC f)t' ifl �art bv any act, omission or ne��ence of the city. Article 7. MISCELLANEOUS 98 7.1 Terms. 99 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 100 the Construction Contract for Developer Awarded Projects. 101 7.2 Assignment of Contract. 102 This Agreement, including all of the Contract Documents may not be assigned by the 103 Contractor without the advanced express written consent of the Developer. 104 7.3 Successors and Assigns, 105 Developer and Contractor each binds itself, its partners, successors, assigns and legal 106 representatives to the other party hereto, in respect to all covenants, agreements and 107 obligations contained in the Contract Documents. 108 7.4 Severability. 109 Any provision or part of the Contract Documents held to be unconstitutional, void or 110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 111 remaining provisions shall continue to be valid and binding upon DEVELOPER and 112 CONTRACTOR. 113 7.5 Governing Law and Venue. 114 This Agreement, including all of the Contract Documents is performable in the State of 115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 116 Northern District of Texas, Fort Worth Division. CITY OF FOR1' WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPCCIFICATION DOCUMEN`CS — DEV�LOPER AWARDED PROJECTS 102269 Revised June 16, 2016 06/16/202006/16/2020 THE HANOVERINSURANCE COMPANY MASSACHUSETTS BAYINSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY THIS Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANGE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, (hereinafter individually and collectively the "Cpmpany") does hereby constitute and appoint, Steven Lott, Steve Rickenbacher, David Oxford, Peggy Hogan, Sherrel Breazeale and/or Bart Russ Of Consolidated Insurance Partners of Dallas, TX each individually, if there be more than one named, as its true and lawful attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company, in their own proper persons. Provided however, that this power of attorney limits the acts of those named herein; and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States, not to exceed Thirty Million and No/100 ($30,000,000) in any single instance That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company, and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys-in-fact of 4he Company, in its name and as it acts, to execute and acknowledge for and on its behalf as surety, any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with powerto attach thereto the seal of the Company. Any such writings so executed by such Attorneys-in-fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED: That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981 — The Hanover Insurance Company; Adopted April 14, 1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001 — Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 13�h day of January, 2016. . � �; .„�. �� .� g i f91� � p T�dE HA�IbYER yN8$lAANCE GQh1PAMY M+h88AC1itSSET'E'J BAY �18iJAAH c� CONlPAN Y CI71ZEtIS $l1RAHC��pMPAHY OF AMEpICA � fj r Iitsix•i'iin•n�,ti VixccPra� �'�dm�- THE HANOVER RJSURANCECU}AF`nNY M1w 9A HUSETT'p0.Y 12A GCGOMPANT C�i �N � g{� Ci ❑F aR�Fji�GA THE COMMONWEALTH OF MASSACHUSETTS } - COUNTY OF WORCESTER ) SS. � �• ��4, ��w n. e�� ❑n this 43�h day af January 2U96 befare me carr�e #he aboue named Vice Presid�nts c�f iha Hana�er Insurance Gampany, Massach��s�tts Bay Insuranc� Company and Citizens Insurance Campany of America, ta rr�e personally known to 5e the individuals and nffircers descrkp�d nerein, a�d a�knawledged that th� seafs affixed to the preceding instrument are the carporate seals of The Hano�er Insurance Company, Massachusetts Bay insurance Company ar�d Citlxens Insurance Company of America, respectively, and that t�e said corparate seals and their signatures as of#icers were duly afFrxed and subscribed to said insicument by the aulhdr'sty and direction of said Corporations. FfMi! J. MANiII� . r�oNrr vuheo [1,,�� . ,�p� r�kiw ur ru }� {��L.t� � � � 1,,��«•, �y ��, �,��.,�, ,•�,�,��,� MYM A. �f•. C��i�inn..�.+n f:-.�+iRti �S:inh i. +r��^ I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this 16th day of Jun� 2020. CERTIFIED COPY - �-- - ~ ' r �� Y� � ,.� .. � `�� -;'�! .��.�� Thcado� G, Niartia�e�. �i�:c rriaidcni � Texas Complaint Notice Commercial Lines IMPORTANT NOTICE To obtain information or make a complaint: You may call The Hanover Insurance Company/ Citizens Insurance Company of America's toll-free telephone number for information or to make a complaint at: 1-800-343-6044 AVI50 IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de The Hanover Insurance Company/Citizens Insurance Company of America's para informacion o para someter una queja al: 1-800-343-6044 You may also write to The Hanover Insurance Company/ Usted tambien puede escribir a The Hanover Insurance Citizens Insurance Company of America at: Company/Citizens Insurance Company of America al: 440 Lincoln Street Worcester, MA 01653 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 440 Lincoln Street Worcester, MA 01653 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o la com- pania primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVI50 A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. The Hanover Insurance Company � 440 Lincoln Stree[, Worcester, MA 01653 181-1457 (12/13) Page 1 ot1 Citizens Insurence Company of America � 808 North Highlander Way, Howell, MI 48843 hanover.com 00 62 I 3- 1 PERFORMANCE BOND Pagc 1 of 2 1 2 3 4 S 6 7 8 9 10 1] 12 13 14 t5 lb l7 18 l9 SECTION 00 62 13 PERFORMANCE BOND Bond No. BCD1082431 THE STATE OF TEXAS § § KNOW ALL BY THESE PR�SENTS: COUIYTY OF TARRANT § That we, Mels Electric L.P. , known as "Principal" herein and The Hanover Insurance Company , 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, Azle Ave Apts, LLC, authorized io do business in Texas ("Developer") and the City of Port Worth, a Texas municipal corporation ("City"), in the penal sum of7hr�s Ifirrndred Ei lar 7laorrsaird '!'wci J�tYr►zclr•ecl Far -I�va clollui:c crrri�Ze��{�,e�ir�s,(�3�gC1r2��.f111�, lawful money of the United States, to be paid in Fort Worth, Tarrant County, 'Texas for the payment of which sum wel] 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, frmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of FQrt Worth by and through a Community Facilities Agreement, CFA Number 19-0122 and 2Q WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 21 the ,�_ day of' �� , 2(i�{ 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 labar 23 and other accessories def7ned by law, in the prosecution of the Work, inciuding any Change 24 ()rders, a.s provided for in said Contract designated as Westside Heights. 25 NOW, THEREFORE, khe condition of this obligation is such that if the said Principal 2b shall faithfuily perform it obligations under the Contract and s.hal] in all respects duly and 27 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 28 specifications, and contract documents therein referred to, and as well during ai�y period of 29 extension of the Contract that may be granted on the part of the Developer and/or City, then this 30 abligation shall be and become null and void, othenvise to remain in full force and effect. CITY OP FORT WOR'CH WES'fSIDE HEIGHTS STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROdECTS 102269 Revised January 31, 2012 OOb213-2 PF..R.FORMANCE SONU Page 2 of2 ] PROVIDED FURTHER, that if any legal action be tiled on this Bond, venue sha[l lie in 2 Tarrant County, Texas or the United States District Caurt for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in cumpliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, tfie Principal and the Surety have SIGNE.D and SEALED 8 this instrument by duly authorized agents and officers on this the ��#� day of q June ,20 20. t0 11 12 l3 14 15 ] 6 A']"1'F'S'i: » • U!� s�1�K�U ,8 19 (Principal) Secretary 20 2l 22 23 2 25 Witness as to rincipa! 26 27 28 29 30 31 32 33 34 35 36 37 . 38 (,�/ %e /l , , ,� ��C,�i��' 39 � �LlJ^ 40 Witness as to Surety 41 42 *Nate: 43 44 45 46 PRINCIPAl.: M�l��z c I. - .��_ . ,, BY: r� � {��• ' ��% ,_,.� , Si�natu G ! Tma+� Ke.c�.rt�-�r�� Name and Title Address: �.{a. $ox 40 _ Wilmer. TX 75172 SURETY. The Hanover Insurance Campany �. , � � � . ". "" � Peggy Hogan, Attorney-ln-Fact Name and Title Address: 5910 N Central �xpwy, Ste 300 ❑ailas, T}C 75205 Telephone Number: �14 75�-39Q8 If signed by an afficer 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 physicat address is different from its mailing address, both must be provided. The date of the Uond shall not Ue prior to the date the Contract is awarded. CI"I'Y OF FORT' WOR'['H WESTSIDE k]F...fGFITS STANDARD CITY CONDITIONS — Df VFLOPEEL AWARDED PROJCCTS 102269 Rsvised January 31, 2012 00 6� 14 - 1 PAYMF..NT HOND Page l of 2 1 2 3 4 5 6 THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 62 l4 PAYMENT BOND Bond No. BCD1082431 § § KNOW ALL BY THESE PRESENTS: � 7 That we, �1�15 �lectri�c L_P. , known as "Principal" herein, and g The Flanover Insurance Company . a corporate surety ( or 9 sweties if more than one), duly authorized to da business in the State of Texas_, kn�wn as 10 "Surety" herei.n (whether one or more), are held and frmly bound unto the Developer, Azle Ave 11 Apts, LLC, authorized to do business in Texas "(Developer"), and the City of Fort Worth, a 12 Texas municipal corporation ("City"), in the penal sum of 7Ytrc�e Nrryrc!►•ed L'i�rl2r�1'lrr.�rr.strrrd, Tz�n 13 11rr�rr!►•e� hi�►•1v-liva �lr�llul•.ti uMcl Zerry cents Isa"3�il1,��2.lJl1}, lawful money of the United 5tates, to 14 be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be 15 made jointly unto the Developer and tlie City as dual obligees, we bind ourselves, our heirs, 16 executors, administrators, successors and assigns, jointly and severally, firmly by these presents: i7 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 19 Agreement, CFA Number 19-0122 and 20 WHEREAS, Principal has entered into a certain writtex� Contract with Developer, 21 awarded the 15 _day of June , 20 20 , which Contract is hei•eby 22 referred to and made a part hereof for all purposes as if fully set forth lisrein, to furnish all 23 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 24 Work as provided for in said Cantract and designated as Westside Heights. 25 N()W, THEREFORE, THE CONDITION OF THTS OBLIGATION is such that if 26 1'rincipal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 27 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Wark under 28 the Cantract, then this obligation shall be and become null and void; otherwise to remain in ful] 29 farce and effect. 3o This Uond is made and executed in compliance with the provisions of Chapter 2253 of the 31 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 32 accordance with the provisions of said statute. C1TY pF FOR'T WOR"I'H WESTSIDE HEIGHTS 5'I'ANDARU CITY CONDlTIONS —DEVELONER AWAI'tDEll PROJEC"CS 1022Ci9 Revised January 31, 2012 006214-2 YAYMENT BOND Pa�e 2 of 2 1 2 3 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 16th day of June � 20 20 ATTEST: PR�NCIPAL: iViel lec iG B� i�na re ��6�J � W�{�� 1 {1'Y�bE�'1 1�.�-��I�660�l1'1�' rsizcip��ecre�ary ame a � e Address: P.O. Box 40 j Wiltz�cr, '�'!C 75 [72. �s.i z'sl ttness as a c�pa - SURETY The Hanover Insurance Company A'TTEST: M� !Y1_I LLg { urety ecretary �L � � �� fn�ss a�s ta ��ty 5 6 7 8 9 l0 . � . . . 1� �,r: � � _ � '�+ � Peggy Hogan, Attorney-In-Fact ame an it e Address: 5910 N Central Expwy, Ste 300 Dallas, TX 75206 Telephone Number: (214)750-3908 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. il END OF SECTION CITY OF FOf�T WORTH WESTSIDG HEIGHTS S7'ANDARD CI7'Y CONllI'TIONS — DEVF.,LOPER .4.W ARDED PROJ6C'{'S 102269 Revised January 3�, 2U 12 006219-? n4A1N"C'ENANCE B()NIl Pagc I of 3 l 2 3 4 5 6 7 8 9 l0 SECTION 00 62 19 MAINTENANCE BOND Bond No. BCD1082431 "1'I3E STATE aF 'rEXAS § § KNOW ALL BY THESE PRESENTS: CO[JNTY �F TARRANT § "That we, Mels Electric L.E'. _ . known as "Principal" herein and The Hanover Insurance Company , a corporate surety (sureties, if more than one) duly authorized lo do business in the State of Texas, known as "Surety" herein {whether one or morej, are held and firmly bound unto the Developer, Azle Ave Apts, LLC, authorized to do t 1 business in 'I'exas ("lleveloper") and the City of Fort Worth, a Texas municipal corparation 12 ("Clty"), in the sum of '1'IrrER llurrrrll'ccl li�Jt�� Ih��f�xu►tc! T��ti•u f�rrrrrh��d Fin•►y�-I ir•� clillfrrr-.� u+�[1 1.3 %e+•« �enr�s ��3�r].2�J��fl�li, lawful money of the United States, to be paid in Fort Worth, 'I'arrant 14 County, Texas, for payment of which surn well and truly be made joinily unto the Developer and 15 the City as dual obligees and their successors, we bind ourselves, our heirs, executors, 16 administrators, successors and assigns, jointly and severally, firmly by these presents. t7 18 WHEREAS, Developer and City have entered into an Agreement fnr the construction of l9 community facilities in Che City af Fort Worih by and through a Community Facilities 20 Agreement, CFA Number 19-0122 and 21 WHERI�:AS, the Principal i�as entered into a certain written contract with the Developer 22 awarded the 15th �iay of June _ _ 2p 20 , which Contract is 23 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnisk� all 24 materials, equipment Jabor and other accessories as defined by law, in tlie prosecutio» of the 25 Work, including any Work resulting from a duly authorized Change Order (collectively herQin, 26 the "Work") as provided for in said Contract and designated as Westside Heights; a►�d 27 28 WHEP:EAS, Principal binds itself to use such materials and ta so construct the Work in 29 accordance with the plans, specifications and Contract Documents that the Work is and will 30 remaii7 free from defects in materials or workmanship for and during the period of hvo (2) years 3 i afi:er the date of'Final Acceptance of the Work by the City ("Maintenance Periad"); and 32 I (.:ITX OF FOR.T R�C)RT}1 LVFS"CS[�I3 IiliICiH7'S SiANfJARD CI"CY COVDITiONS -- DEVELOPER AWARDCU PILOJECTS 102269 Revised .lan�i9ry :i l, 2012 006219-2 NIAINTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice from the Developer and/or CiTy of the need thereof at any time within the 3 Maintenance Period. 4 5 NOW THEREFORE, the condition of this obligation is such that if Principal shall 6 rernedy any defective Work, for which timely notice was provided by Developer or City, to a 7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 8 remain in full force and effect. 9 10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 11 noticed defective Work, it is agreed that the Developer or City may cause any and all such l2 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 13 by the Principal and the Surety under this Maintenance Bond; and � 14 l5 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 16 Tarrant County, Texas or the United States District Court for the Northern Distcict of Texas, Fort 17 Worth Division; and 18 19 PROVIDED FURTHER, tl�at this obligation shall be continuous in nature and 20 successive recoveries may be had hereon for successive breaches. 2l 22 CITY OF FOR'I' WORTH WESTSIUE HE[GHTS STANDARD CI`l`Y CONDITIONS—DEVELOPER AWARDED PROJF.CTS 102269 Revised January 31, 2012 006219-3 MAINTENANCE ROND Yage 3 oF3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SiGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 16th day of July 3 . 2020 . 5 6 7 8 9 10 11 ATTEST l2 ' 13 14 {i'ririciEfal] Se €ary 15 16 17 � 18 A l9 �.! _ 20 �Vitness s to �'r r:cipal 21 22 23 24 25 26 27 28 29 ATTEST: 30 31 32 ( urety) Secretary Y 33 ��f�� 34 35 Witness as to Surety 36 37 38 39 40 41 :� PRINCIPAL: Mels Elec[ri � L.P. ' �_ � BY: `��. �igltature Tmo-r�� KEt�� Name and Title Address: P.O. Box 40 Wilmer, TX 75172 UR TY: he �anover Insurance Company BY: Sig�tat e ^ Peggy Hogan, Attorney-In-Fact Name and Title Address:_ 5910 N Central Expwy, Ste 300 Dallas, TX 75206 __ Telephone Number: (214)750-3908 *Note 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 C1TY OF f�OR'I' WOR"fH WESTSID[: HF,IGIITS STANDARD CITY CONDITfONS — DEVELOPER AWARDCD PR07F.CTS 102269 Revised January 31, 2012 THE HANOVERINSURANCE COMPANY MASSACHUSETTS BAYINSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY THIS Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, (hereinafter individually and collectively the "Company") does hereby constitute and appoint, Steven Lott, Steve Rickenbacher, David Oxford, Peggy Hogan, Sherrel Breazeale and/or Bart Russ Of Consolidated Insurance Partners of Dallas, TX each individually, if there be more than one named, as its true and lawful attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company, in their own proper persons. Provided however, that this power of attorney limits the acts of those named herein; and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States, not to exceed Thirty Million and No/100 ($30,000,000) in any single instance That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company, and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys-in-fact of the Company, in its name and as it acts, to execute and acknowledge for and on its behalf as surety, any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with powerto attach thereto the seal of the Company. Any such writings so executed by such Attorneys-in-fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED: That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981 — The Hanover Insurance Company; Adopted April 14, 1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001 — Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 13"' day of January, 2016. �� "� w � � � ,��. � T19E idANOVEki �!1$itliiANCE CiNMpA.WY ta�qa$�cwus�rs anrwaur�r�� co�r�r�r CFT7Z�IJ$ $i1RAHCE O?/1PAHY QF AMERICA ��__ �� - Id�� 1<<iu��e. �'i�c Prr•u�r�u.. THE HANOVER MSURANCE COII�ANY MA SA Feug�+n 13AY1 RA C��pMAAlfY Clf tiN 1 9il CE pF�MPAICA THE COMMONWEALTH OF MASSACHUSETTS ) �^ COUNTY OF WORCESTER ) ss. �'•��q. W�� es 4�� ❑n this 13�n day of January xa1fi f�efare me �ars�e the above named Vice Presidents The Hano�er Insurance Gompany, Massachusetts 8ay Insurance Company and Citizens Insurance Company of America, ta me personally known to be the individuals and ❑ffcers describ�d herein, and a�knowledged that the seals affixed fp #�e pre�eding instrumen# ar� the �orpar�te seals of The Hano�er lnsuran�e Campany, Massachusetts Bay Insurance Campany �nd Citizens Insuran�e Cosnpany of Ameri�a, respective�y, and that the said corporate seals and their signatures as ofF�ers were dUly affixed and s��s�ribed ta said instrument by the authority and direction af said Corporations. UfAlif 3. ItAl111Vfl ♦ ,�Q �rw�rTM orn�wac � �x�/IL-CJ � �hr ^--•••� ""•�:on E+Mrr u�xnr l. .� n� ti��i �r.� r`ubtir Iyr� 4. 1�1� f'.�„utiu.,i��n [i�, in.� �l:u�h -S, ?�i.? I, the undersigned Vice President ofThe Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Origina! P�wer of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this 16th day of July 2020. CERTIFIED COPY - - -� "v ` � �� ..- i,. _. �c� �` C �. ;.=�� 'lhepdore G, i�Sarlanez, Vice i'si+idcni F (� Texas Complaint Notice Commercial Lines IMPORTANT NOTICE To obtain information or make a complaint: You may call The Hanover Insurance Company/ Citizens Insurance Company of America's toll-free telephone number for information or to make a complaint at: 1-800-343-6044 AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de The Hanover Insurance Company/Citizens Insurance Company of America's para informacion o para someter una queja al: 1-800-343-6044 You may also write to The Hanover Insurance Company/ Usted tambien puede escribir a The Hanover Insurance Citizens Insurance Company of America at: Company/Citizens Insurance Company of America al: 440 Lincoln Street Worcester, MA 01653 440 Lincoln Street Worcester, MA 01653 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o la com- pania primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVI50 A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. The Hanover Insurance Company � 440 Lincoln Street, Worcester, MA 01653 181-1457 (12/13) Page 1 of 1 Citizens Insurence Company of America � 808 North Highlander Way, Howell, MI 48843 hanover,com 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 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 1 – Definitions and Terminology .......................................................................................................... 1 1.01 Defined Terms ............................................................................................................................... 1 1.02 Terminology .................................................................................................................................. 5 Article 2 – 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 Article 4 – 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 ................................................................................................................ 13 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 5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16 5.08 Wage Rates.................................................................................................................................. 18 5.09 Patent Fees and Royalties ........................................................................................................... 19 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 Article 9 – 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 11.03 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 Article 12 – 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 Article 14 – 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 00 73 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. Buzzsaw – 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 up 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 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 l. 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 mean 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 performing 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. 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 funds, 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 performed 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. 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 Work 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 drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 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. 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 performing 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 6 p.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: 1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City’s written acceptance. 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. 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision 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 Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a 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; 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and 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. 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. 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 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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- NONE NONE NONE 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 1. “Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an “or-equal” item, in which case review and approval of the proposed item may, in City’s sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 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 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 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: 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 X 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 X 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from 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 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. City’s Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City’s review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City’s Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City’s written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 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. 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 11.07 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. 11.08 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 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 11.09. 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: 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 01 11 00 - 1 DAP SUMMARY OF WORK Page 1 of 3 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised December 20, 2012 1 SECTION 01 11 00 2 SUMMARY OF WORK 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights-of-way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. 01 11 00 - 2 DAP SUMMARY OF WORK Page 2 of 3 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised December 20, 2012 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. 01 11 00 - 3 DAP SUMMARY OF WORK Page 3 of 3 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised December 20, 2012 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 01 25 00 - 1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August 30, 2013 1 SECTION 01 25 00 2 SUBSTITUTION PROCEDURES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 – General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 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, 01 25 00 - 2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August 30, 2013 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. 01 25 00 - 3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August 30, 2013 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 [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. In making request for substitution or in using an approved product, the Contractor 13 represents that the Contractor: 14 1. Has investigated proposed product, and has determined that it is adequate or 15 superior in all respects to that specified, and that it will perform function for which it 16 is intended 17 2. Will provide same guarantee for substitute item as for product specified 18 3. Will coordinate installation of accepted substitution into Work, to include building 19 modifications if necessary, making such changes as may be required for Work to be 20 complete in all respects 21 4. Waives all claims for additional costs related to substitution which subsequently 22 arise 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 01 25 00 - 4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August 30, 2013 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED 9 ITEM 10 11 12 Proposed Substitution: 13 Reason for Substitution: 14 Include complete information on changes to Drawings and/or Specifications which proposed 15 substitution will require for its proper installation. 16 17 Fill in Blanks Below: 18 A. Will the undersigned contractor pay for changes to the building design, including engineering 19 and detailing costs caused by the requested substitution? 20 21 22 B. What effect does substitution have on other trades? 23 24 25 C. Differences between proposed substitution and specified item? 26 27 28 D. Differences in product cost or product delivery time? 29 30 31 E. Manufacturer's guarantees of the proposed and specified items are: 32 33 Equal Better (explain on attachment) 34 The undersigned states that the function, appearance and quality are equivalent or superior to the 35 specified item. 36 Submitted By: For Use by City 37 38 Signature Recommended Recommended 39 as noted 40 41 Firm Not recommended Received late 42 Address By 43 Date 44 Date Remarks 45 Telephone 46 47 For Use by City: 48 49 Approved Rejected 50 City Date 01 31 19 - 1 DAP PRECONSTRUCTION MEETING Page 1 of 3 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August 30, 2013 1 SECTION 01 31 19 2 PRECONSTRUCTION MEETING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. 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 1 – General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the delivery of the 28 distribution package to the City. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Developer and Consultant 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August 30, 2013 1 e. Other City representatives 2 f. Others as appropriate 3 4. Preliminary Agenda may include: 4 a. Introduction of Project Personnel 5 b. General Description of Project 6 c. Status of right-of-way, utility clearances, easements or other pertinent permits 7 d. Contractor’s work plan and schedule 8 e. Contract Time 9 f. Notice to Proceed 10 g. Construction Staking 11 h. Progress Payments 12 i. Extra Work and Change Order Procedures 13 j. Field Orders 14 k. Disposal Site Letter for Waste Material 15 l. Insurance Renewals 16 m. Payroll Certification 17 n. Material Certifications and Quality Control Testing 18 o. Public Safety and Convenience 19 p. Documentation of Pre-Construction Conditions 20 q. Weekend Work Notification 21 r. Legal Holidays 22 s. Trench Safety Plans 23 t. Confined Space Entry Standards 24 u. Coordination with the City’s representative for operations of existing water 25 systems 26 v. Storm Water Pollution Prevention Plan 27 w. Coordination with other Contractors 28 x. Early Warning System 29 y. Contractor Evaluation 30 z. Special Conditions applicable to the project 31 aa. Damages Claims 32 bb. Submittal Procedures 33 cc. Substitution Procedures 34 dd. Correspondence Routing 35 ee. Record Drawings 36 ff. Temporary construction facilities 37 gg. MBE/SBE procedures 38 hh. Final Acceptance 39 ii. Final Payment 40 jj. Questions or Comments 01 31 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August 30, 2013 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 01 33 00 - 1 DAP SUBMITTALS Page 1 of 8 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August 30, 2013 1 SECTION 01 33 00 2 DAP SUBMITTALS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 – General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. 01 33 00 - 2 DAP SUBMITTALS Page 2 of 8 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August 30, 2013 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission (second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples, including those by 22 subcontractors, prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) “By this submittal, I hereby represent that I have determined and verified 33 field measurements, field construction criteria, materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items / Table of Contents 44 c. Product Data /Shop Drawings/Samples /Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions 01 33 00 - 3 DAP SUBMITTALS Page 3 of 8 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August 30, 2013 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom-prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City’s Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City’s Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing-in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs 01 33 00 - 4 DAP SUBMITTALS Page 4 of 8 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August 30, 2013 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational-range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare-parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on-site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City’s Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) 01 33 00 - 5 DAP SUBMITTALS Page 5 of 8 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August 30, 2013 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples, where required, to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance, the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 01 33 00 - 6 DAP SUBMITTALS Page 6 of 8 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August 30, 2013 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non-conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor’s risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City’s 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense, based on the City's or City 33 Representative’s then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals, will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City’s 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor, and will be considered "Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents, then written notice must be 48 provided thereof to the Developer at least 7 Calendar Days prior to release for 49 manufacture. 01 33 00 - 7 DAP SUBMITTALS Page 7 of 8 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August 30, 2013 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Sufficient information shall be attached to permit a written response without further 21 information. 22 23 24 25 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 01 33 00 - 8 DAP SUBMITTALS Page 8 of 8 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August 30, 2013 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days 5 01 35 13 - 1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August, 30, 2013 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 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 – General Requirements 24 3. Section 33 12 25 – Connection to Existing Water Mains 25 26 1.2 REFERENCES 27 A. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 32 High Voltage Overhead Lines. 33 3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 34 Specification 35 1.3 ADMINISTRATIVE REQUIREMENTS 36 A. Coordination with the Texas Department of Transportation 37 1. When work in the right-of-way which is under the jurisdiction of the Texas 38 Department of Transportation (TxDOT): 39 a. Notify the Texas Department of Transportation prior to commencing any work 40 therein in accordance with the provisions of the permit 01 35 13 - 2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August, 30, 2013 1 b. All work performed in the TxDOT right-of-way shall be performed in 2 compliance with and subject to approval from the Texas Department of 3 Transportation 4 B. Work near High Voltage Lines 5 1. Regulatory Requirements 6 a. All Work near High Voltage Lines (more than 600 volts measured between 7 conductors or between a conductor and the ground) shall be in accordance with 8 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 9 2. Warning sign 10 a. Provide sign of sufficient size meeting all OSHA requirements. 11 3. Equipment operating within 10 feet of high voltage lines will require the following 12 safety features 13 a. Insulating cage-type of guard about the boom or arm 14 b. Insulator links on the lift hook connections for back hoes or dippers 15 c. Equipment must meet the safety requirements as set forth by OSHA and the 16 safety requirements of the owner of the high voltage lines 17 4. Work within 6 feet of high voltage electric lines 18 a. Notification shall be given to: 19 1) The power company (example: ONCOR) 20 a) Maintain an accurate log of all such calls to power company and record 21 action taken in each case. 22 b. Coordination with power company 23 1) After notification coordinate with the power company to: 24 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 25 lower the lines 26 c. No personnel may work within 6 feet of a high voltage line before the above 27 requirements have been met. 28 C. Confined Space Entry Program 29 1. Provide and follow approved Confined Space Entry Program in accordance with 30 OSHA requirements. 31 2. Confined Spaces include: 32 a. Manholes 33 b. All other confined spaces in accordance with OSHA’s Permit Required for 34 Confined Spaces 35 D. Use of Explosives, Drop Weight, Etc. 36 1. When Contract Documents permit on the project the following will apply: 37 a. Public Notification 38 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 39 prior to commencing. 40 2) Minimum 24 hour public notification in accordance with Section 01 31 13 41 E. Water Department Coordination 42 1. During the construction of this project, it will be necessary to deactivate, for a 43 period of time, existing lines. The Contractor shall be required to coordinate with 44 the Water Department to determine the best times for deactivating and activating 45 those lines. 01 35 13 - 3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August, 30, 2013 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City’s representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 F. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor’s letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 e) Name of the contractor’s foreman and phone number 29 f) Name of the City’s inspector and phone number 30 g) City’s after-hours phone number 31 2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the construction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the block. 38 G. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the front door of each affected resident. 42 2. Prepared notice as follows: 43 a. The notification or flyer shall be posted 24 hours prior to the temporary 44 interruption. 45 b. Prepare flyer on the contractor’s letterhead and include the following 46 information: 47 1) Name of the project 48 2) City Project Number 01 35 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August, 30, 2013 1 3) Date of the interruption of service 2 4) Period the interruption will take place 3 5) Name of the contractor’s foreman and phone number 4 6) Name of the City’s inspector and phone number 5 c. A sample of the temporary water service interruption notification is attached as 6 Exhibit B. 7 d. Deliver a copy of the temporary interruption notification to the City inspector 8 for review prior to being distributed. 9 e. No interruption of water service can occur until the flyer has been delivered to 10 all affected residents and businesses. 11 f. Electronic versions of the sample flyers can be obtained from the Project 12 Construction Inspector. 13 H. Coordination with United States Army Corps of Engineers (USACE) 14 1. At locations in the Project where construction activities occur in areas where 15 USACE permits are required, meet all requirements set forth in each designated 16 permit. 17 I. Coordination within Railroad Permit Areas 18 1. At locations in the project where construction activities occur in areas where 19 railroad permits are required, meet all requirements set forth in each designated 20 railroad permit. This includes, but is not limited to, provisions for: 21 a. Flagmen 22 b. Inspectors 23 c. Safety training 24 d. Additional insurance 25 e. Insurance certificates 26 f. Other employees required to protect the right-of-way and property of the 27 Railroad Company from damage arising out of and/or from the construction of 28 the project. Proper utility clearance procedures shall be used in accordance 29 with the permit guidelines. 30 2. Obtain any supplemental information needed to comply with the railroad’s 31 requirements. 32 J. Dust Control 33 1. Use acceptable measures to control dust at the Site. 34 a. If water is used to control dust, capture and properly dispose of waste water. 35 b. If wet saw cutting is performed, capture and properly dispose of slurry. 36 K. Employee Parking 37 1. Provide parking for employees at locations approved by the City. 38 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 39 Construction Specification [if required for the project] 40 1. Comply with equipment, operational, reporting and enforcement requirements set 41 forth in NCTCOG’s Clean Construction Specification.} 01 35 13 - 5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August, 30, 2013 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 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] 11 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. 01 35 13 - 6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August, 30, 2013 1 EXHIBIT A 2 (To be printed on Contractor’s Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 01 35 13 - 7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August, 30, 2013 1 EXHIBIT B 2 3 4 01 45 23 - 1 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August 30, 2013 1 SECTION 01 45 23 2 TESTING AND INSPECTION SERVICES 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 – General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City’s Buzzsaw site, or another form of distribution approved 38 by the City. 01 45 23 - 2 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised August 30, 2013 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City’s Project Representative 10 4. Provide City’s Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised JULY 1, 2011 1 SECTION 01 50 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 – General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City’s Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised JULY 1, 2011 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City’s 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off-site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control 01 50 00 - 3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised JULY 1, 2011 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on-call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised JULY 1, 2011 1 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 01 55 26 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised July 1, 2011 1 SECTION 01 55 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 – General Requirements 15 3. Section 34 71 13 – Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised July 1, 2011 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor’s responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor’s responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City’s Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION 01 55 26 - 3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised July 1, 2011 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 01 57 13 - 1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 CITY OF FORT WORTH WESTSDIE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised July 1, 2011 1 SECTION 01 57 13 2 STORM WATER POLLUTION PREVENTION 3 PART 1 - 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 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 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. 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 CITY OF FORT WORTH WESTSDIE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised July 1, 2011 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review 01 57 13 - 3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 CITY OF FORT WORTH WESTSDIE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised July 1, 2011 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 01 58 13 - 1 DAP TEMPORARY PROJECT SIGNAGE Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 SECTION 01 58 13 TEMPORARY PROJECT SIGNAGE PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Temporary Project Signage Requirements 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 1 – 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 [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City’s Standard Details for project signs. 01 58 13 - 2 DAP TEMPORARY PROJECT SIGNAGE Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 B. Materials 1. Sign a. Constructed of ¾-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION 01 58 13 - 3 DAP TEMPORARY PROJECT SIGNAGE Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M. Domenech Revised for DAP application 01 60 00 - 1 DAP PRODUCT REQUIREMENTS Page 1 of 2 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 SECTION 01 60 00 2 PRODUCT REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 – General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02 - Construction Documents\Standard Products List 17 B. Only products specifically included on City’s Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City’s Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City’s Standard Product List. 25 D. Although a specific product is included on City’s Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer’s standard product. 28 E. See Section 01 33 00 for submittal requirements of Product Data included on City’s 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 01 60 00 - 2 DAP PRODUCT REQUIREMENTS Page 2 of 2 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City’s Standard Product List 4/7/2014 M.Domenech Revised for DAP application 8 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 SECTION 01 66 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 – General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer’s recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer’s recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City’s Project Representative. 24 5. Provide off-site storage and protection when on-site storage is not adequate. 25 a. Provide addresses of and access to off-site storage locations for inspection by 26 City’s Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers’ unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City’s Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City’s 38 Project Representative. 01 66 00 - 3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 1 01 70 00 - 1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor’s personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor’s operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor’s personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor’s operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor’s personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor’s personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor’s personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor’s 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 01 70 00 - 2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 a. Mobilization and Demobilization 2 1) Mobilization shall consist of the activities and cost on a Work Order basis 3 necessary for: 4 a) Transportation of Contractor’s personnel, equipment, and operating 5 supplies to the Site for the issued Work Order. 6 b) Establishment of necessary general facilities for the Contractor’s 7 operation at the Site for the issued Work Order 8 2) Demobilization shall consist of the activities and cost necessary for: 9 a) Transportation of Contractor’s personnel, equipment, and operating 10 supplies from the Site including disassembly for each issued Work 11 Order 12 b) Site Clean-up for each issued Work Order 13 c) Removal of all buildings or other facilities assembled at the Site for 14 each Work Oder 15 b. Mobilization and Demobilization do not include activities for specific items of 16 work for which payment is provided elsewhere in the contract. 17 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 18 a. A Mobilization for Miscellaneous Projects when directed by the City and the 19 mobilization occurs within 24 hours of the issuance of the Work Order. 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. None. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 24 2. Division 1 – General Requirements 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Mobilization and Demobilization 28 a. Measure 29 1) This Item is considered subsidiary to the various Items bid. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 are subsidiary to the various Items bid and no other compensation will be 33 allowed. 34 2. Remobilization for suspension of Work as specifically required in the Contract 35 Documents 36 a. Measurement 37 1) Measurement for this Item shall be per each remobilization performed. 38 b. Payment 39 1) The work performed and materials furnished in accordance with this Item 40 and measured as provided under “Measurement” will be paid for at the unit 41 price per each “Specified Remobilization” in accordance with Contract 42 Documents. 43 c. The price shall include: 44 1) Demobilization as described in Section 1.1.A.2.a.1) 45 2) Remobilization as described in Section 1.1.A.2.a.2) 01 70 00 - 3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 d. No payments will be made for standby, idle time, or lost profits associated this 2 Item. 3 3. Remobilization for suspension of Work as required by City 4 a. Measurement and Payment 5 1) This shall be submitted as a Contract Claim in accordance with Article 10 6 of Section 00 72 00. 7 2) No payments will be made for standby, idle time, or lost profits associated 8 with this Item. 9 4. Mobilizations and Demobilizations for Miscellaneous Projects 10 a. Measurement 11 1) Measurement for this Item shall be for each Mobilization and 12 Demobilization required by the Contract Documents 13 b. Payment 14 1) The Work performed and materials furnished in accordance with this Item 15 and measured as provided under “Measurement” will be paid for at the unit 16 price per each “Work Order Mobilization” in accordance with Contract 17 Documents. Demobilization shall be considered subsidiary to mobilization 18 and shall not be paid for separately. 19 c. The price shall include: 20 1) Mobilization as described in Section 1.1.A.3.a.1) 21 2) Demobilization as described in Section 1.1.A.3.a.2) 22 d. No payments will be made for standby, idle time, or lost profits associated this 23 Item. 24 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 25 a. Measurement 26 1) Measurement for this Item shall be for each Mobilization and 27 Demobilization required by the Contract Documents 28 b. Payment 29 1) The Work performed and materials furnished in accordance with this Item 30 and measured as provided under “Measurement” will be paid for at the unit 31 price per each “Work Order Emergency Mobilization” in accordance with 32 Contract Documents. Demobilization shall be considered subsidiary to 33 mobilization and shall not be paid for separately. 34 c. The price shall include 35 1) Mobilization as described in Section 1.1.A.4.a) 36 2) Demobilization as described in Section 1.1.A.3.a.2) 37 d. No payments will be made for standby, idle time, or lost profits associated this 38 Item. 39 1.3 REFERENCES [NOT USED] 40 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 41 1.5 SUBMITTALS [NOT USED] 42 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 43 1.7 CLOSEOUT SUBMITTALS [NOT USED] 44 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 1.9 QUALITY ASSURANCE [NOT USED] 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] 5 PART 2 - PRODUCTS [NOT USED] 6 PART 3 - EXECUTION [NOT USED] 7 END OF SECTION 8 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 9 01 74 23 - 1 DAP CLEANING Page 1 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 SECTION 01 74 23 2 CLEANING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 – General Requirements 13 3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. 01 74 23 - 2 DAP CLEANING Page 2 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. 01 74 23 - 3 DAP CLEANING Page 3 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 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 [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 3.13 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] 36 37 38 39 40 01 74 23 - 4 DAP CLEANING Page 4 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 END OF SECTION 2 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 3 01 77 19 - 1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 SECTION 01 77 19 2 CLOSEOUT REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 – General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City’s Project Representative. 01 77 19 - 2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion 01 77 19 - 3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report (if required) 11 f. Contractor’s Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 29 01 78 23 - 1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 SECTION 01 78 23 2 OPERATION AND MAINTENANCE DATA 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 – General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 ½ 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 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 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. 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up, break-in, routine and normal operating instructions 32 2) Regulation, control, stopping, shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 – title of section removed 4/7/2014 M.Domenech Revised for DAP Application 8 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 SECTION 01 78 39 2 PROJECT RECORD DOCUMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 – General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City’s Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". 01 78 39 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum clearly mark any deviations from Contract Documents 11 associated with installation of the infrastructure. 12 4. Making entries on Drawings 13 a. Record any deviations from Contract Documents. 14 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 15 change by graphic line and note as required. 16 c. Date all entries. 17 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 18 e. In the event of overlapping changes, use different colors for the overlapping 19 changes. 20 5. Conversion of schematic layouts 21 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 22 ducts, and similar items, are shown schematically and are not intended to 23 portray precise physical layout. 24 1) Final physical arrangement is determined by the Contractor, subject to the 25 City's approval. 26 2) However, design of future modifications of the facility may require 27 accurate information as to the final physical layout of items which are 28 shown only schematically on the Drawings. 29 b. Show on the job set of Record Drawings, by dimension accurate to within 1 30 inch, the centerline of each run of items. 31 1) Final physical arrangement is determined by the Contractor, subject to the 32 City's approval. 33 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 34 ceiling plenum", "exposed", and the like). 35 3) Make all identification sufficiently descriptive that it may be related 36 reliably to the Specifications. 37 c. The City may waive the requirements for conversion of schematic layouts 38 where, in the City's judgment, conversion serves no useful purpose. However, 39 do not rely upon waivers being issued except as specifically issued in writing 40 by the City. 41 B. Final Project Record Documents 42 1. Transfer of data to Drawings 43 a. Carefully transfer change data shown on the job set of Record Drawings to the 44 corresponding final documents, coordinating the changes as required. 45 b. Clearly indicate at each affected detail and other Drawing a full description of 46 changes made during construction, and the actual location of items. 47 c. Call attention to each entry by drawing a "cloud" around the area or areas 48 affected. 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 CITY OF FORT WORTH WESTSIDE HEIGHTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102269 Revised April 7, 2014 1 d. Make changes neatly, consistently and with the proper media to assure 2 longevity and clear reproduction. 3 2. Transfer of data to other Documents 4 a. If the Documents, other than Drawings, have been kept clean during progress of 5 the Work, and if entries thereon have been orderly to the approval of the City, 6 the job set of those Documents, other than Drawings, will be accepted as final 7 Record Documents. 8 b. If any such Document is not so approved by the City, secure a new copy of that 9 Document from the City at the City's usual charge for reproduction and 10 handling, and carefully transfer the change data to the new copy to the approval 11 of the City. 12 3.5 REPAIR / RESTORATION [NOT USED] 13 3.6 RE-INSTALLATION [NOT USED] 14 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application 24 T.S.I. LABORATORIES, INC. TBPE FIRM REGISTRATION NO: F-9236 _____________________________________________________________________________________ TRINITY SOILS INVESTIGATION Telephone 361-578-6933 1810 SOUTH LAURENT Fax 361-578-2601 VICTORIA, TEXAS 77901 Email: tsilabvictoria@gmail.com October 21, 2019 Ryan Voorhees Gold Creek Homes & Development, LLC. 801 Briarwood Street Weatherford, TX 76087 Subject: 5050 Azle Ave Ft. Worth, TX TSI File No.: W-191001 Dear Mr. Voorhees, We are pleased to submit this report of our geotechnical engineering study for 5050 Azle Ave, Ft. Worth, Texas. The findings and a description of the exploration and testing procedures are presented in the report along with our site preparation and recommendations. We appreciate the opportunity to assist in this phase of the project. Please feel free to contact us, if you have any questions regarding this report or if we may be of further service. Respectfully submitted, TSI Laboratories, Inc. Michael Tater, President Daniel Tesfai, P.E. REVISED GEOTECHNICAL ENGINEERING STUDY 5050 AZLE AVE FT. WORTH, TX Prepared For: MR. RYAN VOORHEES GOLD CREEK HOMES & DEVELOPMENT, LLC. Prepared By: T.S.I. LABORATORIES, INC. TBPE Firm Registration No.: F-9236 Victoria, Texas October 21, 2019 TSI Project Number: V-191001 TABLE OF CONTENTS INTRODUCTION ............................................................................................................................ 1 Authorization and Scope............................................................................................................... 1 Project Description ........................................................................................................................ 1 FIELD AND LABORATORY TESTING ...................................................................................... 1 Field Testing ................................................................................................................................... 1 Laboratory Testing ........................................................................................................................ 2 SUBSURFACE CONDITIONS ....................................................................................................... 2 Subsurface Conditions .................................................................................................................. 2 Groundwater .................................................................................................................................. 2 EVALUATION ................................................................................................................................. 2 General ........................................................................................................................................... 2 Potential Vertical Rise ................................................................................................................... 3 RECOMMENDATIONS ................................................................................................................. 4 Site Preparation ............................................................................................................................. 5 Selection and Placement of Fill .................................................................................................... 5 Foundation Systems ...................................................................................................................... 5 Post Tension Slabs ......................................................................................................................... 7 Moisture conditioned Subgrade ................................................................................................... 8 Settlement Considerations ............................................................................................................ 8 Foundation Construction .............................................................................................................. 8 Earthwork ...................................................................................................................................... 9 Swimming Pool ............................................................................................................................ 10 Pavement Design .......................................................................................................................... 12 Drainage ....................................................................................................................................... 14 GENERAL COMMENTS .............................................................................................................. 15 APPENDIX ...................................................................................................................................... 16 5050 Azle Ave Ft. Worth, TX 1 REVISED GEOTECHNICAL ENGINEERING STUDY 5050 AZLE AVE FT. WORTH, TX INTRODUCTION Authorization and Scope Mr. Ryan Voorhees with Gold Creek Homes & Development, LLC. authorized our services by and through issuance of Authorization Letter. The purposes of this study were to determine and evaluate the stratification and engineering properties of the site subsurface soils and to develop geotechnical engineering recommendations and guidelines for use in site preparation, foundation design, building pads, and related site improvements planned for 5050 Azle Ave, Ft. Worth, Texas. The report was revised to include pavement design parameters. Project Description Based on information provided, we understand the project involves design and construction of the proposed total of 12 buildings, 1 club house and 1 maintenance buildings for 5050 Azle Ave, Ft. Worth, Texas. The wood frame, one to three-story buildings will be supported by slab-on-grade, post tension or spread footing foundation. FIELD AND LABORATORY TESTING Field Testing The site soils were supposed to be explored by thirty six (36) 15-feet deep borings. Boring locations were determined in the field. Soil was sampled continuously at 2 foot intervals to 10 foot depth with an additional sample taken at 5 foot depth intervals. The sampling method is determined based on the anticipated soils. ASTM defines soil as either fine- grained or coarse-grained with the percentage of soil particles finer than the No. 200 sieve used to differentiate between fine-grained and coarse-grained soil. Granular soils were sampled as part of the Standard Penetration Test (SPT) by driving a 2 inch diameter split-barrel sampler. The sampler was driven 18 inches by a 140 pound hammer falling 30 inches in general accordance with the ASTM D 1586. Our representative recorded the number of blows required to drive the sampler through three consecutive 6 inch intervals. As permitted by ASTM D 1586, sampling was terminated if 50 blows were recorded within any one 6 inch interval. The sum of blows required to penetrate the final 12 inches is known as the SPT “N” value. Cohesive soils were sampled by hydraulically pushing a 3 inch diameter, thin-walled steel tube a distance of about 24 inches. Our field sampling procedures were in general 5050 Azle Ave Ft. Worth, TX 2 accordance with ASTM D 1587. For each recovered sample, our representative extruded the sample in the field, visually classified the soil, and measured the penetration resistance using a pocket penetrometer. A portion of the recovered sample was wrapped in aluminum foil and placed into a plastic bag and transported to our laboratory for testing. Laboratory Testing The soil samples were examined and visually classified by the samples representative of the various soil strata encountered were selected for laboratory testing. Atterberg limits, moisture contents and percent fines tests were performed to assist in classifying the soils according to Unified Soil Classification System (ASTM D 2487). The classification test results are presented on the boring logs. The test procedures are described in the Appendix. SUBSURFACE CONDITIONS The test borings encountered clayey sand (SC) and fat and lean clay (CH/CL) soils to boring termination depths. Layers of gravel (GC) soils were encountered in borings B-1, B-17, B- 19, B-20, B-26 and B-29. The site soil has been evaluated by performing various field and laboratory tests on the subsurface samples recovered during the drilling operations. The types of tests conducted on the subsurface samples and the results of the tests are tabulated on the Logs of Borings, which are provided in the Appendix. Field tests and laboratory testing program were directed towards evaluating the plasticity index and moisture content of the subsurface strata for this project. The properties of each stratum are discussed below. The corresponding log of boring, depicting the stratum soil descriptions, type of sampling used during sample retrieval, laboratory test data, and other field data, is presented in the Appendix at the end of this report. The KEY TO BORING LOG SYMBOLS AND SOIL CLASSIFICATIONS Sheet, which defines the terms and descriptive symbols used on each boring log, is also presented in the Appendix. Groundwater Groundwater was encountered in some of the borings during our drilling operations. It is noted that groundwater levels fluctuate with seasonal climatic variations. Here below is the depth of water encountered in the borings: B-1 B-3 B-5 B-6 B-9 B-10 B-17 B-18 B-20 B-24 6’ 13’ 8’ 8’ 6’ 5’ 8’ 6’ 4.5’ 13’ B-26 B-30 B-31 B-32 6’ 8’ 14.5’ 8’ 5050 Azle Ave Ft. Worth, TX 3 EVALUATION Based on the laboratory tests performed, the soils encountered at this site generally exhibit medium to high potential for expansion that are ever changing as the moisture changes, these clays will undergo volumetric changes as the moisture content increases or decreases, if free to expand, or generate upward pressures, if not restrained by vertical loads. Based on the results of our field and laboratory testing, the clay strata underlying this site are hard materials that are competent to support the loadings from the structure with necessary site preparation and compaction. Tabulated in the following table are the amount of soil required to remove from the subgrade to lower the PVR value to less than 1 inch. The surcharge is the overburden added to raise the grade by select fill soils. 5050 Azle Ave Ft. Worth, TX 4 RECOMMENDATIONS Our recommendations are based on knowledge of the area; however, the project design team should specify actual construction requirements. The final selection of foundation for the BORING PVR (inches) Removal (inches) with 1-foot surcharge with 2 feet surcharge With 3 feet surcharge with 4’ surcharge B1 2.5 42 36 30 18 12 B2 less than 1" 0 B3 less than 1" 0 B4 1" 0 B5 1" 0 B6 1.25 18 12 6 B7 1.5 24 18 12 6 B8 2.5 42 36 30 18 12 B9 1.25 18 12 6 B10 1.25 18 12 6 B11 1.25 18 12 6 B12 1.5 24 18 12 6 B13 2.5 42 36 30 18 12 B14 2.5 42 36 30 18 12 B15 2.5 42 36 30 18 12 B16 1.5 24 18 12 6 B17 less than 1" 0 B18 1.25 18 12 6 B19 less than 1" 0 B20 1" 0 B21 1.25 18 12 6 B22 1.25 18 12 6 B23 1.25 18 B24 1.25 18 12 6 B25 1.25 18 12 6 B26 1" 0 B27 1.5" 24 18 12 6 B28 1.25 18 12 6 B29 1.5" 24 18 12 B30 1.5" 24 18 12 B31 1.5" 24 18 12 B32 1.5" 24 18 12 6 B33 1.25 18 12 6 B34 1.5" 24 18 12 6 B35 N/A B36 1.25 18 12 6 5050 Azle Ave Ft. Worth, TX 5 buildings should be based on considerations of several factors, such as: 1) function of the structure, 2) soil strength properties, expansive soil properties, and settlement characteristics of subsurface materials; 3) the magnitude of applied structural loads; and 4) construction costs. Site Preparation Site preparation should consist initially, (a) clearing and the stripping of any vegetation and roots, and (b) any materials containing significant organic material from the foundation footprints. Soils having more than ten percent (10%) by volume are considered having organic material. The exposed subgrade surfaces (c) should then be proof rolled with a loaded heavy earthwork piece of machinery such as a motorized articulated scraper, maintainer or dump truck to detect soft or loose zones, followed by proper soil replacement if necessary and then (d) scarified to at least nine (9) inches; moisture conditioned within 2% wet of optimum moisture and compacted to a minimum of 95% of maximum dry density determined by ASTM D-698 (Standard Proctor). If site soils are to be used for site earthwork mass grading, it is recommended that a TSI representative be on site to assist in the earthwork operations to best determine and identify all CH fat clays that should be separated and stockpiled for future use or disposal. When properly tested and mixed with the low PI site soils, the fat Clay soils (CH) can be used as a final fill material in areas that are to be landscaped. Other uses for the CH soils can be the final fill top seal layer around the perimeter of the foundations to help keep surface water and runoff from entering the foundation supporting soils. Selection and Placement of Fill Structural fill should be low plasticity sandy clays or imported caliche sand and gravel. Recommended fill specifications are included in the appendix and these may be used as a guide for the placement of fill and for pavement construction. Particular attention should be given to maintaining the proper moisture content during compaction and to preventing the fill from drying before subsequent lifts are placed. Construction areas should be stripped of vegetation and root structure, and the exposed subgrade should be proof rolled with appropriate construction equipment weighing at least 20 tons. The purpose of this recommendation is to check the subgrade for weak or soft areas prior to fill placement and compaction. This operation should be observed and evaluated by qualified geotechnical personnel experienced in earthwork operations. If weak or soft areas are observed during proof rolling operations, the soil in the subject area should be removed to expose competent subgrade soils in both horizontal and vertical limits. The excavated soils, provided they are not contaminated with deleterious materials, or clean imported fill soils can be used to restore grade at these isolated areas; any imported fill should meet the requirements for select fill. Placement and compaction of the soils are discussed below. 5050 Azle Ave Ft. Worth, TX 6 Select fill within paving areas should consist of lean clay or sandy lean clay, fre e of roots, organics, and deleterious materials. The select fill should have at least 50% passing the No. 200 sieve and have a PI between 8 and 18. Representative samples of the fill materials should be tested to confirm their material characteristics prior to the filling operations. Subgrade areas should be scarified to a depth of about nine (9) inches and moisture adjusted within 2% of the optimum moisture content. The moisture-conditioned subgrade should then be compacted to at least 95% of maximum dry density determined in accordance with ASTM D 698. The subgrade should be moisture conditioned just prior to fill placement in order that the subgrade maintains its compaction moisture levels and does not dry out. Structural fill (fill that provides load-bearing support) should consist of select fill placed on prepared surfaces in lifts not to exceed eight (8) inches loose measure, with compacted thickness not to exceed six (6) inches. All structural fill should be moisture conditioned to within 2% of optimum moisture content, and then compacted to at least 95% of maximum dry density as evaluated by ASTM D 698. A testing frequency of one in-place density and moisture test for each 2,500 sf or less should be considered, with a minimum of three tests. When establishing final grade around the structure, we recommend the following:  Elevation of ground surface adjacent to the foundation should be a minimum of at least nine (9) inches below finished floor.  The slope of the ground surface away from the structure should be a minimum of five (5) percent for a distance of at least ten (10) feet.  A three-foot wide mow band around the foundation perimeter can also be installed to mitigate moisture changes affecting the foundation performance. On-site soils may be considered for use as fill, provided they meet the select fill criteria and are free of organics and debris. We recommend that additional samples of the blended soils be obtained prior to and during earthwork operations to determine if the blended soils can be used in lieu of select fill. Foundation System The floor slab may be supported by a slab-on-grade foundation system with exterior grade beams founded at a minimum of 36 inches below final grade and provided the building pad subgrade is properly prepared, compacted, and moisture conditioned. To reduce the estimated PVR to about one inch or less and to provide a uniform support under the slab, we recommend the slab-on-grade for the structure be supported on a pad by removing the fat clay soils as provided in the PVR Table and backfilling with properly placed and compacted select fill soils. Select fill pad should also extend horizontally a minimum distance of 2 feet beyond the edge of the slab area. Slab-on-grade floor slabs may be designed for an allowable bearing pressure of 1,200 psf for dead loads. The floor slab system may be designed for a net allowable bearing pressure of 1,800 psf based on total loads. A subgrade modulus of 100 pci may be used in design. 5050 Azle Ave Ft. Worth, TX 7 These bearing pressures are based on factors of safety against bearing capacity failure of approximately 2 and 3 for dead loads and total loads, respectively. These recommendations are for proper development of bearing capacity for the continuous beam sections of the foundation system, to assure that proper concrete cover is achieved between reinforcing steel and soil, and to reduce the potential for water to migrate beneath the slab foundation. These recommendations are not based on structural considerations. Grade beam widths and depths for both the exterior and interior grade beams may need to be greater than recommended herein based on actual structural design considerations and should be properly evaluated and designed by the structural engineer. Alternatively, Post tension slab-on-grade or cast-in-place concrete drilled straight shaft piers with grade beams and a slab-on-grade on select fill pad can be constructed to support column loads. PTI Slab-On-Grade Design Parameters The Post-Tensioning Institute (PTI) provides design standards for post-tensioned slabs-on grade. PTI parameters are selected based on the predominant soil type, the type of clay mineral, and percentage of clay. The estimated slab design parameters from published PTI data are provided in the following Tables and are based on center lift and edge lift conditions. According to PTI 2nd Edition, edge moisture variation distance estimates (em) were calculated based on a climatic factor known as Thornthwaite Moisture Index (Im). According to PTI 3rd Edition, the em estimates were calculated based on soil and climatic properties including an unsaturated diffusion coefficient as a primary factor. The differential movement estimates (ym) were obtained from the tables provided in PTI 2nd Edition design manual based on em and other soil characteristics. The ym values for PTI 3rd Edition were calculated using the computer program VOLFLOW 1.5 and soil characteristics. The actual soil movements are affected by soil moisture conditions that are also influenced by non-climatic factors such as vegetation, slope, drainage, irrigation, downspouts, and leaking water lines. Precautions should be taken to insure that proper surface drainage is maintained during and after construction to keep uniform moisture in the foundation soils. Design Parameter Recommended Values PTI 3rd Edition Predominant Soil Type Clay Thornthwaite Moisture Index (Im) -30 Depth to Constant Soil Suction (assumed) 9 ft Wet Suction Profile (pF) 2.9 Dry Suction Profile (pF) 4.5 Constant Soil Suction (pF) 3.5 Moisture Velocity (assumed) 0.7 in/month Edge Moisture Variation Distance (em) Center Lift (Shrink) 7.0 ft Edge Lift (Swell) 3.5 ft Differential Soil Movement (ym) Center Lift (Shrink) 1.9 in. 5050 Azle Ave Ft. Worth, TX 8 Design Parameter Recommended Values Edge Lift (Swell) 1 in. Effective PI 24** Allowable bearing pressure*, psf 1,400 Minimum Grade Beam Width 14 in. * The depth of the footing should be 18-in. below final grade or 12-in. below existing grade, whichever is deeper. **For Borings B-1, B-8, B-13, B-14, and B-15 effective PI is 32 and center lift and edge lift are 2.6 and 1.4 inches respectively. Moisture conditioned subgrade For Borings B-1, B-8, B-13, B-14, and B-15 instead of removing the fat clay soils and replacing them with select fill the subgrade can be moisture conditioned. The pad should be stripped of vegetation and root structure, and the exposed subgrade should be proof rolled with appropriate construction equipment weighing at least 20 tons. Then 5 feet of the soil should then be moisture condition to minimum of 4% above optimum and at least 93% of maximum dry density with maximum loose lift thickness of 8 inches. Minimum 10-mil vapor retarder material per ASTM E1745 class C or better with maximum water vapor permeance of 0.044 perms (ASTM E96) should be placed and minimum of 1-foot thickness select fill is added within less than 48 hours. This reduces the Differential Soil Movement for PTI to 1.1 inch and 0.5 inch for Center Lift (Shrink) and Edge Lift (Swell) respectively. Spread Footings For the concentrated column loads, the design structural loads can be transferred to spread footings. The spread footings should be founded below the select structural layer and be founded at the 4 foot depth. The footings, if founded at or below 4 foot depth, may be designed for an allowable bearing pressure of 5.7 ksf based on total loads with included factor of safety of 2. These recommendations are for proper development of bearing capacity for the continuous beam sections of the foundation system, to assure that proper concrete cover is achieved between reinforcing steel and soil, and to reduce the potential for water to migrate beneath the slab foundation. Foundation Construction We anticipate that the finished floor elevation for proposed structure will be about one or two feet above the existing grade. TSI should be notified to review and/or modify our recommendations given in this subsection, if additional fill required to meet the final grade exceeds two feet. After initial site stripping, we recommend the exposed soils to be thoroughly proof rolled with a 20 ton pneumatic roller or loaded dump truck. Soft/weak areas detected during the proof rolling activities should be removed and replaced with properly compacted select fill soils. The select fill beneath the floor slab should be prepared as outlined in the previous section of this report. This over-excavation, proof rolling, and additional fill placement 5050 Azle Ave Ft. Worth, TX 9 should be observed by TSI to evaluate the integrity of the fill soils for proper support of the at-grade floor slab of the building. The excavations for the shallow footing foundation system should be performed with equipment capable of providing a relatively clean bearing area. The bottom 6 inches on the planned foundation excavations should be completed with a smooth-mouthed bucket or by hand labor. The excavations should be neatly excavated and properly formed. The soil subgrade at the base of each footing should be evaluated following completion of the excavation and immediately prior to placing the concrete. Debris in the bottom of the excavation should be removed prior to steel placement. Water should not be allowed to accumulate at the bottom of the foundation excavation. To reduce the potential for water infiltration into the excavations and to minimize disturbance to the bearing area, we recommend that steel and concrete be placed as soon as possible after the excavations are completed and properly cleaned. A seal slab (2 to 4 inches) should be placed within the footing bearing area for footings that will not be backfilled with concrete within 48 hours of the footing excavation. Foundation Construction Monitoring The performance of the recommended foundation systems for the proposed structure will be highly dependent upon the quality of construction. Thus, we recommend that building pad compaction and foundation installation be monitored full time by an experienced TSI soil technician under the direction of our geotechnical engineer. During foundation installation, the base should be monitored to evaluate the condition of the subgrade. Earthwork Construction areas should be stripped of all vegetation including roots, loose/soft topsoil, and other unsuitable surface materials. Following stripping and prior to placement of additional fill, the exposed soil subgrade areas should be proof rolled with a 20 ton pneumatic roller or a loaded dump truck to detect weak areas. Weak areas detected during proof rolling should be removed and replaced with select fill. Proper site drainage should be maintained during construction, so that ponding of surface runoff does not occur and cause construction delays and/or inhibit site access. Subsequent to proof rolling, and just prior to placement of fill, the exposed subgrade should be evaluated for moisture and density. The subgrade should be within 2 percent of t he optimum moisture content, and have an in-place dry density of at least 95 percent of the Standard Effort (ASTM D 698) maximum dry density of the in-situ soils. If the moisture or density does not meet the above criteria, the subgrade should be scarified to a minimum depth of 8 inches, moisture adjusted to within 2 percent of the optimum moisture content, and compacted to at least 95 percent of the Standard Effort (ASTM D 698) maximum dry density. Grade adjustments within the building pad area should be accomplished with select fill composed of clean lean clay, sandy lean clay, or clayey sand soils with a plasticity index 5050 Azle Ave Ft. Worth, TX 10 ranging between 8 and 18 percent. Select fill should be placed on prepared surfaces in lifts not to exceed 8 inches loose measure, with compacted thickness not to exceed 6 inches. The select fill should be compacted to at least 95 percent of the Standard Effort (ASTM D 698) maximum dry density within 2 percent of the optimum moisture content. If imported blended or mixed soils are intended for use to construct the building pad, TSI should be contacted to provide additional recommendations accordingly. Blended or mixed soils do not occur naturally. These soils are a blend of sand and clay and will require mechanical mixing at the site. If these soils are not mixed thoroughly to break down the clay clods and blend-in the sand to produce a uniform soil matrix, the fill material may be detrimental to the slab performance. If blended soils are used, we recommend that additional samples of the blended soils, as well as the clay clods, be obtained prior to and during earthwork operations to determine if the blended soils can be used in lieu of select fill. Prior to any filling operations, samples of the proposed borrow materials should be obtained for laboratory moisture-density testing. The tests will provide a basis for evaluation of fill compaction by in-place density testing. A qualified soil technician should perform sufficient in-place density tests during the filling operations to evaluate that proper levels of compaction, including dry unit weight and moisture content, are being attained. Wet Weather/Soft Subgrade Considerations Construction during and soon after wet weather periods may encounter difficulties due to wet surficial soils becoming a general hindrance to equipment due to rutting and/or pumping of the soil surface. If the subgrade cannot be adequately compacted to the minimum densities, one of the following methods should be used to improve the soils: 1) removal and replacement with select fill, 2) chemical treatment of the soil to dry the subgrade, or 3) drying by natural means if the schedule allows. In our experience with similar soils in this area, chemical treatment is the most efficient and effective method to increase the supporting value of wet and soft subgrade such as that observed at this site. TSI should be contacted for additional recommendations if chemical treatment of the soil is needed due to the presence of wet and soft subgrade. Swimming Pool Typically, swimming pools are about 5 to 8 feet deep. No groundwater was observed at or above the proposed depth of the swimming pool during our field program. Seepage could occur at these depths, but is expected to be minor and will likely be able to be managed by sumps and pumps for pumped removal. We anticipate that the pool decking will be constructed on subgrade prepared in accordance with the recommendations provided in this report. The decking of the pool is normally designed as a conventionally reinforced slab-on-grade. The fill soils exist at the surface across the site and the native soils are generally of moderate to high plasticity and could induce significant movement upon grade supported floor slabs due to their significant potential to undergo volumetric change during variations in in-situ moisture conditions 5050 Azle Ave Ft. Worth, TX 11 (refer to the “Slab” section). The effects of the fill soils and expansive native soils can be reduced, however, there is no reliable means of eliminating movements of a soil supported slab. The most frequently used means of reducing movement in soil supported slabs on similar soils would be to use a substantial thickness of select fill. To provide uniform soil conditions under the pool slab, and to reduce the Potential Vertical Rise (PVR) of the subgrade to about one inch or less as described in the “Slab” section the pool deck slab should be supported on a pad of properly placed and compacted select fill soils. If the upper soils in the pool deck area are not replaced with select fill, we recommend that extreme care should be exercised to evaluate the exposed soils before construction of the pool deck. Additionally, the construction should include means of reducing the opportunity for changes in moisture content of the surficial soil as much as pr actically possible. One way to accomplish this is to place a sheet of polyethylene vapor barrier of sufficient thickness (10 mil or greater) under the slab. The vapor barrier should help to reduce the infiltration of surface moisture should the concrete crack enough to allow water ingress. A sand leveling course should not be used beneath the pool slab. The use of a turndown at the edge of the slab would help to reduce moisture gain or loss near the edges of the slab. The depth of this turn down should be at least 24 inches; this may help but a vertical moisture barrier to a greater depth would be more beneficial. A moisture barrier to a depth of 6 feet would be preferable. This moisture barrier typically consists of heavy plastic or visqueen (20 mil or thicker) placed in a narrow trench dug close to the exterior of the deck slab. The plastic is extended to the concrete turndown and typically attached to the concrete by a mastic compound. Care should be taken with water supply lines and drains, including connections which sometimes are a weak point, associated with the swimming pool to avoid leaks, which will affect the subgrade. Water from these sources could cause further increases in the soil moisture resulting in an increased heave potential. Lateral Earth Pressures The backfill soils adjacent to below grade walls and retaining walls (such as swimming pool walls) will impose active to at-rest earth pressures against the wall. The backfill should be compacted to 95 percent of the Standard Effort (ASTM D 698) maximum dry density. Design lateral earth pressures may be computed using an equivalent fluid weighing 50 pcf for clean granular backfill and 100 pcf for on-site clay soil backfill. These pressures do not include hydrostatic pressures nor do they include surcharge forces imposed by construction or vehicular loading. The lateral pressure produced by surcharge may be computed as 50 percent of the vertical surcharge pressure applied as a constant pressure over the full depth of the wall. A 2 foot compacted select fill soil should be placed at the top of granular backfill to reduce the amount of infiltration of surface water. Filter fabric should be placed between the granular material and other native or backfill soils. 5050 Azle Ave Ft. Worth, TX 12 Pavement Design We anticipate that the pavement subgrade will consist of low to medium plasticity, surficial on-site fill soils. We recommend that the top 6 inches of the finished subgrade soils directly beneath the pavement be chemically treated. Chemical treatment will increase the supporting value of the subgrade and decrease the effect of moisture on subgrade soils. This 6 inches of treatment is a required part of the pavement design and is not a part of site and subgrade preparation for wet/soft subgrade conditions. Once the subgrade is properly prepared both flexible pavement systems (consisting of asphalt and base material) and reinforced concrete pavement systems may be considered for this project. Detailed traffic loads and frequencies were not available. However, we anticipate that traffic will consist primarily of passenger vehicles in the parking areas and large multi-axle delivery trucks in the driveways. We recommend the thickness of the reinforced concrete pavement be 6 inches with 6 inches thick treated subgrade. This system was derived based on general characterization of the subgrade. Specific testing (such as CBR tests, resilient modulus tests, etc.) was not performed for this project to evaluate the support characteristics of the subgrade. We also recommend that waste dumpster areas be constructed of at least 7 inches of reinforced concrete pavement. The concrete pad areas should be designed so that the vehicle wheels of the trucks are supported on the concrete. The pavement design engineer should consider these and other similar situations when planning and designing pavement areas. Waste bin and other areas that are not designed to accommodate these situations often result in localized pavement failures. Presented below are our recommended material requirements for the pavement sections: Reinforced Concrete Pavement – The materials and properties of reinforced concrete pavement shall meet applicable requirements in the ACI Manual of Concrete Practice. The Portland cement concrete mix should have a minimum 28-day compressive strength of 3,500 psi. Reinforcing Steel – Reinforcing steel should consist of the following: 6.0 inch: #3 bars at 12 inches or #4 bars at 18 inches on centers in both directions. 7.0 inch: #4 bars at 18 inches on centers in both directions. Control Joint Spacing – ACI recommendations indicate that control joints should be spaced at about 30 times the thickness of the concrete pavement. Furthermore, ACI recommends a maximum control joint spacing of 5 feet for 6-inch or thicker pavements. Sawcut control joints should be cut within 6 to 12 hours of concrete placement. Expansion Joint Spacing – ACI recommendations indicate that regularly spaced expansion joints may be deleted from concrete pavements. Therefore, the installation of expansion joints is optional and should be evaluated by the design team. 5050 Azle Ave Ft. Worth, TX 13 Dowels at Expansion Joints – The dowels at expansion joints, if the joints are provided, should be spaced at 12-inch centers and consist of the following: 6.0 inch: 3/4-inch diameter, 14 inches long with 6-inch embedment 7.0 inch: 7/8-inch diameter, 14 inches long with 6-inch embedment Treated Subgrade – The subgrade soils should be treated with lime-cement in accordance with TxDOT 2014 Standard Specifications Item 265. The amount of lime-cement should be determined for the subgrade soils by conducting laboratory tests on the subgrade once final subgrade elevation has been established at the time of construction. Based on the classification test results, we recommend that about 4 percent lime and 6 percent cement by dry weight be used for estimating and planning. The quantity of lime and cement required is computed as a percent of dry weight. The subgrade should be compacted to a minimum of 95 percent of the Standard Effort (ASTM D 698) maximum dry density at a moisture content within 2 percent of optimum. Preferably, traffic should be kept off the treated subgrade for about 7 days to facilitate curing of soil - chemical mixture. In addition, the subgrade is not suitable for heavy construction traffic prior to paving. The pavement design methods described above are intended to provide structural sections with adequate thickness over a particular subgrade such that wheel loads are reduced to a level the subgrade can support. The support characteristics of the subgrade for pavement design do not account for shrink/swell movements of an expansive clay subgrade. Thus the pavement may be adequate from a structural standpoint, yet still experience cracking and deformation due to shrink/swell related movement of the subgrade. Post-construction subgrade movements and some cracking of pavements are not uncommon for clayey subgrade conditions such as those observed at this site. Minimizing moisture changes in the subgrade is important to reduce shrink/swell movements. Although lime treatment will help to reduce such movement/cracking this movement/cracking cannot be economically eliminated. Related civil design factors such as subgrade drainage, shoulder support, cross-sectional configurations, surface elevations and environmental factors which will significantly affect the service life must be included in the preparation of the construction drawings and specifications. Normal periodic maintenance will be required. Long-term pavement performance will be dependent upon several factors, including maintaining subgrade moisture levels and providing for preventive maintenance. The following recommendations should be implemented to help promote long-term pavement performance.  Site grading should be designed to drain away from the pavements, preferably at a minimum grade of 2%;  The subgrade and the pavement surface should be designed to promote proper surface drainage, preferably at a minimum grade of 2%;  Joint sealant should be installed, and cracks should be sealed immediately;  Curbs should be extended into the treated subgrade for a depth of at least 4 inches to 5050 Azle Ave Ft. Worth, TX 14 help prevent moisture migration into the subgrade soils beneath the pavement section; and  Compacted, low permeability clayey backfill should be placed against the exterior side of the curb and gutter. Preventive maintenance should be planned and provided for the pavements at this site. Preventive maintenance activities are intended to slow the rate of pavement deterioration and consist of both localized maintenance (e.g. crack and joint sealing and patching) and global maintenance (e.g. surface sealing). Prior to implementing any maintenance, additional engineering observations are recommended to evaluate the type and extent of preventive maintenance needed. Drainage All grades must provide effective drainage away from the buildings during and after construction. Water permitted to pond next to the buildings can result in greater soil movements than discussed in the report, and can result in unacceptable differential floor slab movement, cracked slab and walls, and roof leaks. Estimated movements and settlements described in this report are based on effective drainage for the life of the buildings and cannot be relied upon if effective drainage is not maintained. Exposed ground should be sloped away from the buildings for at least 10 feet beyond the perimeter of the buildings. After construction and landscaping, we recommend verifying final grades to document that effective drainage has been achieved. Grades around the buildings should also be periodically inspected and adjusted as necessary. Flatwork will be subject to post construction movement. Maximum grades practical should be used for flatwork to prevent water from ponding. Allowance in final grades should also consider post-construction movement of flatwork, particularly if such movement would be critical. Where flatwork abuts the buildings, effectively seal and maintain joints to prevent surface water infiltration. The sprinkler system should be a minimum of 5 feet away from the buildings. Low-volume, drip style landscaped irrigation should not be used near the buildings. Collect roof runoff in gutters and discharge downspouts onto hard-scapes which slope away from the buildings or connect them to the storm sewer utility. Utility trenches are a common source of water infiltration and migration. All utility trenches that penetrate beneath the buildings should be effectively sealed to restrict water intrusion and flow through the trenches that could migrate below the buildings. We recommend constructing an effective clay “trench plug” that extends at least 5 feet out from the face of the buildings exterior. The plug material should consist of clay (PI > 20) compacted at a water content at or above the soils optimum water content. The clay fill should be placed to completely surround the utility line and be compacted in accordance with recommendations in this report. 5050 Azle Ave Ft. Worth, TX 15 GENERAL COMMENTS TSI should be retained to review the final design plans and specifications, so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. TSI also should be retained to provide testing and observation during excavation, grading, foundation and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed and from other information discussed in this report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, and bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. For any excavation construction activities at this site, all Occupational Safety and Health Administration (OSHA) guidelines and directives should be followed by the Contractor during construction to insure a safe working environment. In regards to worker safety, OSHA Safety and Health Standards require the protection of workers from excavation instability in trench situations. This report has been prepared for the exclusive use of our client for specific a pplication to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either expressed or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes in the nature, design, or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless TSI reviews the changes and either verifies or modifies the conclusions of this report in writing. 5050 Azle Ave Ft. Worth, TX 16 APPENDIX Logs of Boring Symbols and Terms Used on Boring Logs Field and Laboratory Testing Procedures Recommended Specifications for Placement of Select Fill Important Information About Your Geotechnical Engineering Report XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOHEOHEOHEOH E OH E OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHELotA,Block6Cab.A,Slide10349PRTCT(MarylinMillerElementarySchool)60'R.O.W.-Cab.A,Slide10349Vol.388-Y,Pg.94DRTCTCab.A,Slide9020PRTCT100'publicR.O.W.(alsoknownasAzleAve.)GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGA S GASGA S GASGASGASGASGASGASGASGASGASGASGA S GASGA S GASGASGASGASGASGASGASGASGASGASGA S GASGA S GASGASGASGASGASGASGASGASGASGASGASGASGA S GASGASGASGASLotB,Block6Cab.A,Slide10349PRTCT(LucyleCollinsMiddleSchool)60'R.O.W.- C a b . A , S l i d e 1 0 3 4 9 1138'1010'1516'2020'1216' 300' 61'80'350'80'60'706' 903' 300'5050 AZLE AVENUEPRELIMINARY SITE PLANFORT WORTH, TXDECEMBER 7, 2017REVISION 2E NEIGHBORHOODCOMMERCIAL10.9 ACRESFUTUREROAD MARINE CREEK RD EXTENSIONTHOROUGHFAREGAS PIPELINE EASEMENT5050 AZLE AVENUELAND PLANJUNE 20, 2018VICINITY MAP820MARINECREEKRESERVOIRAZLE AVE5050AZLEAVEGAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASCR LOW DENSITYMULTIFAMILY12 DU/ACRE17.0 ACRESD HIGH DENSITYMULTIFAMILY24 DU/ACRE10.5 ACRESD HIGH DENSITYMULTIFAMILY24 DU/ACRE11.2 ACRESCR LOW DENSITYMULTIFAMILY12 DU/ACRE9.8 ACRESE NEIGHBORHOODCOMMERCIAL2.4 ACRESB1B4B5B6B7B2B3B8B9B15B18B19B10B11B14B12B13B16B24B23B17B20B22B25B26B21B27B28B29B31B33B32B30B34B36B35 0 3 6 9 12 15 18 21 P=3.25 N=41 N=57 N=50/1" N=50/1" 26 17 92 65 43 21 18 44 25 18 1.0 0.5 Clay - Fat, brown (CH) w/limestone gravel Gravel - Clayey, brown (GC) w/limestone (shaley) Clay - Lean, Gravelly, with Sand, brown (CL) w/limestone (shaley) Clayey Sand - gray (SC) w/limestone gravel Boring Terminated at 15ft Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B1 PROJECT NO.:W-191001 DATE:1/26/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: Encountered at 6ft 0 3 6 9 12 15 18 21 P=4.5+ P=4.5+ P=4.5+ N=4.5+ N=50/5" N=50/2" N=50/6" 11 13 118 31 38 16 16 15 22 41 63 4.2 1.8 Clay - Lean, Sandy, dark brown (CL) w/roots Clayey Sand - brown (SC) w/heavy gravel, limestone Clay - Lean, Gravelly, with Sand, brown (CL) (shaley) Clayey Sand - gray (SC) w/gravel, limestone Boring Terminated at 15ft Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B2 PROJECT NO.:W-191001 DATE:1/26/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 0 3 6 9 12 15 18 21 P=1.75 P=1.5 P=4.5+ P=4.5+ N=41 N=50/6" 13 20 19 122 29 32 53 15 16 21 14 16 32 50 66 4.2 1.1 Clay - Lean with Sand, dark brown (CL) w/roots - brown - Lean, Sandy, brown & gray (CL) w/gravel, limestone Clay - Fat, Sandy, gray (CH) w/limestone (shaley) Boring Terminated at 15ft Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B3 PROJECT NO.:W-191001 DATE:1/26/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: Encountered at 13ft 0 3 6 9 12 15 18 21 P=4.5+ N=50/3" N=50/4" N=50/6" N=50/6" 14 14 39 37 14 15 25 22 72 Clay - Lean with Sand, dark brown (CL) w/roots and limestone - brown w/some limestone gravel (shaley) Clay - Fat, gray (CH) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B4 PROJECT NO.:W-191001 DATE:1/26/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 0 3 6 9 12 15 18 21 P=4.5+ N=40 N=50/5" N=50/2" N=50/6" 18 24 45 15 30 48 72 Clayey Sand - dark brown (SC) w/gravel, limestone Clay - Lean with Sand, brown (CL) w/gravel, limestone w/some limestone gravel Clay - Fat, gray (CH) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B5 PROJECT NO.:W-191001 DATE:1/26/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: Encountered at 8ft. After 5 hours water at 6ft. caving at 11.5ft. 0 3 6 9 12 15 18 21 P=3.0 P=4.5+ P=2.0 P=3.0 N=54 N=47 31 16 91 116 65 44 20 17 45 27 76 57 2.3 2.1 1.1 0.9 Clay - Fat with Sand, dark brown (CH) w/roots Clay - Lean, Sandy, brown (CL) w/limestone gravel - brown & lt. gray (CL) w/calcareous & limestone gravel (wet) - brown (CL) w/limestone gravel (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B6 PROJECT NO.:W-191001 DATE:1/26/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: Encountered at 8ft. 0 3 6 9 12 15 18 21 P=2.5 P=4.0 P=3.0 P=4.0 N=30 N=50/2" 28 17 89 62 44 18 18 44 26 73 76 2.1 1.3 Clay - Fat with Sand, dark brown (CH) w/roots Clay - Lean, Sandy, brown (CL) w/limestone gravel - with Sand, brown & lt. gray (CL) w/calcareous nodules - lt. brown (CL) w/limestone gravel (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B7 PROJECT NO.:W-191001 DATE:1/26/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 0 3 6 9 12 15 18 21 P=4.0 P=2.0 P=1.5 P=3.5 P=4.5+ N=50/5" 24 12 99 124 65 29 21 15 44 14 1.7 5.0 0.9 1.3 Clay - Fat, dark brown (CH) w/roots - brown (CH) w/calcareous Clay - Lean with Sand, brown (CL) w/calcareous & limestone gravel - (shaley) - lt. brown (CL) w/limestone gravel (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B8 PROJECT NO.:W-191001 DATE:1/26/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 0 3 6 9 12 15 18 21 P=1.5 P=3.0 P=4.5+ N=32 N=38 N=54 N=50/5" 42 22 88 40 44 14 16 26 28 65 62 2.8 0.5 Clay - Lean, Sandy, dark brown (CL) w/roots - brown & gray (CL) w/limestone gravel - Lean, Gravelly with Sand, brown (CL) w/limestone & calcareous Clay - Fat, lt. brown (CH) (shaley) - lt. brown & gray (CH) (shaley) Boring terminated at 20ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B9 PROJECT NO.:W-191001 DATE:1/26/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: Encountered @ 6', 24 hrs @ 2ft & caved @ 7.5'. 0 3 6 9 12 15 18 21 P=4.5+ N=50/5" N=50/5" N=50/5" N=50/2" N=50/3" 19 14 42 14 28 80 Clay - Lean, Sandy, dark brown (CL) w/heavy limestone - brown (CL) w/heavy limestone - with Sand, w/some limestone (shaley) Clay - Fat, gray (CH) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B10 PROJECT NO.:W-191001 DATE:1/28/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: Encountered at 5ft. 0 3 6 9 12 15 18 21 P=4.5+ P=4.0 P=4.5+ N=50/4" N=50/5" N=50/5" 17 14 113 32 54 17 19 15 35 53 89 1.1 0.8 Clay - Lean, Sandy, dark brown (CL) w/heavy limestone - brown w/limestone layers (shaley) Clay - Fat, gray (CH) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B11 PROJECT NO.:W-191001 DATE:1/28/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: Encountered at 6ft. 0 3 6 9 12 15 18 21 P=4.5+ N=50/4" N=50/2" N=50/2" N=50/5" N=50/3" N=50/1" 13 16 38 18 20 77 Clay - Fat, Sandy, dark brown (CH) w/heavy limestone gravel Clay - Lean, Sandy, brown (CL) w/heavy limestone gravel - with Sand, brown (CL) w/some limestone gravel (shaley) Clayey Sand - gray (SC) w/limestone gravel (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B12 PROJECT NO.:W-191001 DATE:1/28/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 0 3 6 9 12 15 18 21 P=4.5+ P=3.0 P=2.0 P=4.5+ P=4.5+ N=50/5" 20 98 51 18 33 76 1.9 1.7 Clay - Fat, Sandy, dark brown (CH) w/limestone gravel - with Sand, brown (CH) w/limestone gravel Clay - Lean with Sand, brown (CL) (shaley) Clay - Fat, gray (CH) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B13 PROJECT NO.:W-191001 DATE:1/28/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 0 3 6 9 12 15 18 21 P=2.0 P=3.0 P=3.5 P=4.5+ P=4.5+ N=50/4" 35 25 86 99 53 17 36 61 72 1.4 2.5 0.9 1.1 Clay - Fat, Sandy, dark brown (CH) w/some limestone gravel - with Sand, brown (CH) w/some limestone & calcareous w/limestone layers - Fat, gray (CH) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B14 PROJECT NO.:W-191001 DATE:1/28/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 0 3 6 9 12 15 18 21 P=1.75 P=1.5 P=2.75 P=4.5 P=4.5+ N=50/5" 19 22 114 106 51 19 32 82 91 3.4 2.5 0.6 0.6 Clay - Fat, dark brown (CH) w/roots - with Sand, brown (CH) w/calcareous - Fat, brown (CH) w/some limestone gravel Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B15 PROJECT NO.:W-191001 DATE:2/2/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 0 3 6 9 12 15 18 21 P=4.5+ P=4.5+ N=23 N=50/5" N=34 24 11 13 51 29 19 18 32 11 53 69 Clay - Fat, Sandy, lt. brown (CH) w/limestone gravel Clay - Lean, Sandy, brown (CL) w/some limestone layers Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B16 PROJECT NO.:W-191001 DATE:2/2/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 0 3 6 9 12 15 18 21 P=4.0 P=4.0 N=50/5" N=50/2" N=50/3" N=50/5" 15 5 114 33 21 14 15 19 6 42 1.6 1.3 Clay - Lean with Sand, dark brown (CL) w/roots Gravel - Clayey with Sand, brown (GC) Gravel - Silty, Clayey with Sand, lt. brown (GM-GC) w/limestone layers Clay - Fat, gray (CH) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B17 PROJECT NO.:W-191001 DATE:2/2/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: Encountered at 8ft. 0 3 6 9 12 15 18 21 P=3.0 P=4.5+ N=50/1" N=50/1" N=50/3" N=50/5" N=50/4" 17 114 36 15 21 78 2.4 0.9 Clay - Lean, Sandy, dark brown (CL) w/limestone gravel - with Sand, brown (CL) w/some limestone layers Clay - Fat, gray (CH) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B18 PROJECT NO.:W-191001 DATE:2/2/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: Encountered at 6ft. 0 3 6 9 12 15 18 21 P=2.5 P=4.5+ N=50/2" N=50/5" N=50/1" N=50/1" 15 8 27 28 13 15 14 13 53 42 Clay - Lean with Sand, dark brown (CL) w/roots - Sandy, brown (CL) w/roots & limestone gravel (shaley) Gravel - Clayey with Sand, brown (GC) Clayey Sand - gray (SC) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B19 PROJECT NO.:W-191001 DATE:2/2/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 0 3 6 9 12 15 18 21 P=1.5 P=3.0 N=18 N=62 N=50/3" N=50/1" 19 14 115 38 16 22 74 33 5.4 0.8 Clay - Lean with Sand, brown (CL) Gravel - Clayey with Sand, brown (GC) Clayey Sand - gray (SC) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B20 PROJECT NO.:W-191001 DATE:2/2/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: Encountered at 4.5ft. 0 3 6 9 12 15 18 21 P=4.5+ N=50/4" N=50/2" N=50/3" N=35 N=50/3" 24 8 12 105 54 28 39 19 14 15 35 14 24 72 81 2.7 1.0 Clay - Fat with Sand, dark brown (CH) w/roots Clay - Lean with Sand, brown (CL) w/limestone gravel - Sandy, brown (CL) (shaley) - with Sand, gray (CL) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B21 PROJECT NO.:W-191001 DATE:2/2/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 0 3 6 9 12 15 18 21 P=4.5+ P=4.0 P=4.5+ N=50/3" N=50/1" N=50/5" 21 107 41 17 24 73 1.4 0.7 Clay - Lean with Sand, brown (CL) w/calcareous (shaley) - Lean, gray (CL) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B22 PROJECT NO.:W-191001 DATE:2/2/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 0 3 6 9 12 15 18 21 P=4.5+ P=4.5+ P=4.5+ N=22 N=50/1" N=50/5" 21 12 109 35 42 21 19 14 23 77 87 1.7 0.9 Clay - Fat, Sandy, dark brown (CH) w/roots Clay - Lean with Sand, brown (CL) w/calcareous w/limestone gravel (shaley) - Lean, gray (CL) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B23 PROJECT NO.:W-191001 DATE:2/2/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 0 3 6 9 12 15 18 21 P=2.0 P=2.25 P=2.25 P=2.75 N=50/5" N=50/1" 26 11 6 97 121 61 32 22 22 18 14 39 14 8 67 75 40 1.3 2.7 1.0 1.3 Clay - Fat, Sandy, dark brown (CH) Clay - Lean with Sand, brown (CL) w/calcareous - Lean, Sandy, brown (CL) w/limestone layers Clayey Sand - gray (SC) w/limestone gravel (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B24 PROJECT NO.:W-191001 DATE:2/2/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: Encountered at 13ft. 0 3 6 9 12 15 18 21 P=4.5+ N=12 P=1.5 N=45 N=50/5" N=50/1" 19 112 35 15 20 87 1.6 2.3 Clay - Fat, dark brown (CH) w/heavy limestone gravel Clay - Lean, brown (CL) w/limestone layers - with Sand, brown (CL) (shaley) Clayey Sand - gray (SC) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B25 PROJECT NO.:W-191001 DATE:2/2/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 0 3 6 9 12 15 18 21 P=1.5 P=1.5 N=50/4" N=37 N=50/5" N=50/2" N=50/3" 11 11 44 31 16 19 28 12 28 49 Clay - Lean with Sand, Brown (CL) w/roots Gravel - Clayey with Sand, brown (GC) Clayey Sand - brown (SC) w/heavy limestone gravel Clay - Lean, Sandy, gray (CL) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B26 PROJECT NO.:W-191001 DATE:2/4/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: Encountered at 6ft. 0 3 6 9 12 15 18 21 P=4.5+ P=4.5+ P=4.5+ P=4.5+ P=3.25 N=50/4" 11 12 116 35 36 15 17 20 19 55 55 2.3 1.1 Clay - Lean, Sandy, brown (CL) w/limestone gravel (possible fill) - w/heavy limestone gravel - yellowish brown (CL) w/limestone gravel - brown (CL) w/limestone layers (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B27 PROJECT NO.:W-191001 DATE:2/4/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 0 3 6 9 12 15 18 21 N=45 N=20 N=44 N=50/4" 14 12 120 61 42 19 17 42 25 52 74 4.8 1.6 Clay - Fat, Gravelly with Sand, dark brown (CH) Clay - Lean with Sand, brown (CL) w/limestone gravel - Lean, Sandy, gray (CL) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B28 PROJECT NO.:W-191001 DATE:2/4/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 0 3 6 9 12 15 18 21 P=2.75 N=50/3" N=50/1" N=50/4" N=50/1" N=50/1" 12 16 110 37 53 17 18 20 35 28 82 1.3 1.2 Gravel - Clayey with Sand, dark brown (GC) w/roots Clay - Lean, Sandy, brown (CL) w/heavy limestone gravel (shaley) Clay - Fat with Sand, brown (CH) (shaley) Clayey Sand - gray (SC) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B29 PROJECT NO.:W-191001 DATE:2/4/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 0 3 6 9 12 15 18 21 P=1.0 P=1.0 P=3.5 P=2.25 P=3.75 N=50/3" N=50/0" 22 20 6 97 111 44 59 33 17 19 14 27 40 19 76 87 35 1.2 3.1 0.8 0.8 Clay - Lean with Sand, dark brown (CL) w/some limestone gravel - brown (CL) w/limestone gravel Clay - Fat, Brown (CH) - with Sand, brown (CH) (shaley) Clayey Sand - gray (SC) w/limestone gravel Boring Terminated at 20ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B30 PROJECT NO.:W-191001 DATE:2/4/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: Encountered at 8ft. 0 3 6 9 12 15 18 21 P=1.5 P=2.0 P=4.0 N=13 N=36 N=50/5" 20 19 116 40 65 16 24 24 41 58 75 1.1 1.4 Clay - Lean with Sand, dark brown (CL) w/roots - Sandy, brown (CL) w/limestone gravel Clay - Fat with Sand, brown (CH) w/some limestone gravel (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B31 PROJECT NO.:W-191001 DATE:2/2/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: Encountered at 14.5ft. 0 3 6 9 12 15 18 21 P=3.0 P=2.5 P=4.0 N=58 P=4.5+ P=4.5+ 22 25 109 108 53 59 18 20 35 39 92 88 2.0 5.0 0.6 0.9 Clay - Fat, dark brown (CH) w/roots - brown (CH) w/calcareous Clay - Lean with Sand, brown (CL) Clay - Fat, brown (CH) w/some limestone gravel Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B32 PROJECT NO.:W-191001 DATE:2/2/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: Encountered at 8ft. After 48 hrs at 4ft. Caved at 8.5ft. 0 3 6 9 12 15 18 21 P=4.5+ P=4.5+ P=4.5+ N=42 N=38 P=4.5+ 13 22 117 101 47 19 28 55 84 2.8 4.8 1.5 0.8 clay - Lean with Sand, dark brown (CL) w/roots - Lean, Sandy, brown (CL) w/heavy limestone gravel - Lean with Sand, brown (CL) w/some limestone gravel Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B33 PROJECT NO.:W-191001 DATE:2/2/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 0 3 6 9 12 15 18 21 P=3.25 P=4.5 P=2.75 N=50/2" N=50/5" N=50/4" 25 9 102 58 36 20 16 38 20 88 40 3.8 0.6 Clay - Fat, dark brown (CH) w/roots Clay - Lean with Sand, brown (CL) w/limestone gravel Clayey Sand - brown (SC) w/heavy limestone gravel (shaley) Clay - Fat, gray (CH) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B34 PROJECT NO.:W-191001 DATE:2/2/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B35 PROJECT NO.:W-191001 DATE: CLIENT:Gold Creek Homes SURFACE ELEV.: LAB. NO.: Steel Tube Sample REMARKS: Did not drill, area too wet, rig sinking. Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) : GROUNDWATER INFORMATION: 0 3 6 9 12 15 18 21 P=1.25 N=50/5" N=7 P=2.0 P=3.0 N=50/4" N=50/3" 30 17 96 114 55 42 18 16 37 26 83 55 1.5 1.7 1.3 0.9 Clay - Fat with Sand, dark brown (CH) w/roots Clay - Lean, Sandy, yellowish brown (CL) w/heavy limestone gravel - w/calcareous - with Sand, brown (CL) (shaley) - Lean, gray (CL) (shaley) Boring Terminated at 15ft. Log of Boring PROJECT:5050 Azle Ave Ft. Worth, TX BORING NO.:B36 PROJECT NO.:W-191001 DATE:2/2/19 CLIENT:Gold Creek Homes SURFACE ELEV.:N/A LAB. NO.: Steel Tube Sample REMARKS: Split Spoon Sample Disturbed SampleDEPTH (FEET)FIELD DATA SAMPLESOIL TYPEN : BLOWS/FTT : INCH/100 BLOWSP : TONS/SQ. FT.R : PERCENTRQD : RATIOMOISTURE CONT. %LABORATORY DATA DRY DENSITYpounds/ft.3Liquid LimitAtterberg Limits %Plastic LimitPlasticity IndexMINUS No. 200SIEVE (%)COMPRESSIVESTRENGTH (tsf)FAILURE STRAIN %DESCRIPTION OF STRATUM DRILLING METHOD(S) :Dry Auger GROUNDWATER INFORMATION: None 1. Exploratory borings were drilled on 1/3/17 using a 4-inch diameter continuous flight power auger. 2. No free water was encountered at the time of drilling or when re-checked the following day. 3. Boring locations were taped from existing features and elevations extrapolated from the final design schematic plan. 4. These logs are subject to the limitations, conclusions, and recommendations in this report. 5. Results of tests conducted on samples recovered are reported on the logs. Notes: Symbol Description Strata symbols Low plasticity clay High plasticity clay Poorly graded clayey silty sand Clayey sand Soil Samplers Steel Tube Sample Split Spoon Sample Disturbed Sample KEY TO SYMBOLS *N=Number of Blows from 140 lb. hammer falling 30”to drive a 1-3/8” ld. split barrel sample (ASTM D-1586) Soil Grain Analysis US Standard Sieves 6” 3” ¾” #4 #10 #40 #200 Gravel Sand Boulders Cobbles Coarse Fine Coarse Medium Fine Silt Clay 152 76.2 19.1 4.76 2.0 0.420 0.074 0.002 Soil Grain Size in Millimeters ASTM D-2488 Consistency of Sands & Gravels Consistency Penetration Resistance (N)* Blows Per Foot Very Loose 0 – 4 Loose 4 – 10 Medium Dense 10 – 30 Dense 30 – 50 Very Dense Over 50 Consistency/Strength of Clays & Silty Clays Consistency Undrained Shear Strength, tsf Pocket Penetrometer (p) Very Soft Less than 0.125 0 – 0.5 Soft 0.125 – 0.25 0.5 – 1.0 Firm 0.25 – 0.50 1.0 – 1.75 Stiff 0.50 – 1.0 1.75 – 3.5 Very Stiff 1.0 – 2.0 3.5 – 4.5 Hard Over 2.0 Over 4.5 FIELD AND LABORATORY TESTING PROCEDURES (TEST PROCEDURES ARE PRESENTED FOR INFORMATIONAL PURPOSES) FIELD TESTING A. Boring Procedure Between Samples The borehole is extended downward, between samples, by continuous flight, hollow or solid stem augers or by rotary drilling techniques using bentonite drilling fluid or water. B. Penetration Test and Split-Barrel Sampling of Soils ASTM D-1586 This sampling method consists of driving a 2-inch outside diameter split barrel sampler using a 140 pound hammer freely falling through a distance of 30 inches. The sampler is first seated 6 inches into the material to be sampled and then driven an additional 12 inches. The number of blows required to drive the sampler the final 12 inches is known as the Standard Penetration Resistance. Recovered samples are first classified as to color and texture by the driller. Later, in the laboratory, the driller’s field classification is reviewed by the soils engineer who examines each sample. C. Thin-Walled Tube Geotechnical Sampling ASTM D-1587 This method consists of pushing thin walled steel tubes, usually 3 inches in diameter, into the soils to be sampled using hydraulic or other means. Cohesive soils are usually to be sampled in this manner and relatively undisturbed samples are recovered. D. Soil Investigation and Sampling by Auger Borings ASTM D-1452 This method consists of augering a hole and removing representative soil samples from the auger flight or bit at 5 foot depth intervals or with each change in substrata. Disturbed sampled are obtained and this method is, therefore, limited to situations where it is satisfactory to determine the approximate subsurface profile. E. Diamond Core Drilling for Site Investigation ASTM D-2113 This method consists of advancing a hole into hard strata by rotating a single or double tube core barrel equipped with a cutting bit. Diamond, tungsten carbide, or other cutting agents may be used for the bit. Wash water is used to remove the cuttings and cool the bit. Normally, a 2 inch outside diameter by 1-3/8 inch inside diameter (NX) coring bit is used unless otherwise noted. The rock or hard material recovered within the core barrel is examined in the field and in the laboratory and the cores are stored in partitioned boxes. The core recovery is the length of the material recovered and is expressed as a percentage of the total distance penetrated. F. Visual – Manual Soil Classification Procedure ASTM D-2488 This procedure is a visual – manual soil classification methodology for the description of soil for engineering purposed when precise soils classification is not required. LABORATORY TESTING A. Atterberg Limits: Liquid Limit, Plastic Limit and Plasticity Index of Soils ASTM D-4318, TEX 104-E, 105-E and 106-E Atterberg Limits determine the soil’s plasticity characteristics. The soil’s Plasticity Index (PI) is representative of this characteristic and is the difference between the Liquid Limit (LL) and the Plastic Limit (PL). The LL is the moisture content at which the soil will flow as a heavy viscous fluid. The PL is the moisture content at which the soil begins to lose its plasticity. The test results are presented on the boring logs adjacent to the appropriate sampling information. B. Particle Size Analysis of Soils ASTM D-422 and TEX 110-E Grain size analysis tests are performed to determine the particle size and distribution of the samples tested. The grain size distribution of the soils coarser than the Standard Number 200 sieve is determined by passing the sampled through a standard set of nested sieves. C. Laboratory Determination of Water (Moisture) Content of Soil and Rock ASTM D-2216 and TEX 103-E The moisture content of soil is defined as the ratio, expressed as a percentage, of the weight of water in a given soil mass to the weight of solid particles. It is determined by measuring the wet and oven dry weights of a soil sample. The test results are presented on the boring logs. D. Unconfined Compressive Strength of Cohesive Soil ASTM D-2166 The unconfined compressive strength of soil is determined by placing a section of an undisturbed sample into a loading frame and applying an axial load until the sample fails in shear. The test results are presented on the boring logs adjacent to the appropriate sampling information. E. California Bearing Ratio (CBR) of Lab Compacted Soils ASTM D-1883 The CBR test is performed by compacting soil in a 6 inch diameter mold at the desired density, soaking the sample for four days under a surcharge load approximating the pavement weight and then testing the soils in punching shear. A 2 inch diameter piston is forced into the soil to determine the resistance to penetration. The CBR is the ratio of the actual load required to produce 0.1 inches of penetration to that producing the same penetration in a standard crushed stone. F. Swell Test ASTM D-4546 The swell test is performed by confining a 1 inch thick specimen in a 2-1/2 inch diameter stainless steel ring and loading the specimen to the approximate overburden pressure. The test specimen is then inundated with distilled water and allowed to swell for 48 hours. The volumetric swell is measured as a percentage of the total volume and is converted mathematically to linear swell. G. Compaction Tests ASTM D-698, D-1557, TEX 113-E or 114-E The compaction test is performed by compacting soil in a steel mold at varying moisture contents. Layers are compacted using a hammer weight and number of blows per layer which vary with the different test procedures. ASTM D-698, D-1557, TEC 113-E and 114-E. The data is plotted and the maximum weight and optimum moisture content is determined. H. Classification of Soils for Engineering Purposes Unified Soil Classification System, D-2487 This standard describes a system for classifying mineral and organo-mineral soils for engineering purposes based on laboratory determination of particle-size characteristics, liquid limit, and plasticity index and shall be used when precise classification is required. RECOMMENDED SPECIFICATIONS FOR PLACEMENT OF SELECT FILL 1. General The soils engineer shall be the owners representative to control the placement of compacted fill. The soils engineer shall approve the subgrade preparation, the fill materials, the method of placement and compaction, and shall give written approval of the completed fill. 2. Preparation of Existing Ground All topsoil, plants and other organic material shall be removed. The exposed surface shall be scarified, moistened if necessary, and compacted in the manner specified for subsequent layers of fill. 3. Select Fill Material Fill shall have a liquid limit of less than 35 and a Plasticity Index between 8 and 15. The fill shall contain no organic material or other perishable material, and no stones larger than 6 inches. Fill material shall be approved by the soils engineer. 4. Placing Select Fill Fill materials shall be placed in horizontal layers not exceeding 8 inches thickness after compaction. Successive loads of material shall be dumped so as to secure even distribution, avoiding the formation of layers of lenses of dissimilar materials. The contractor shall route hill hauling equipment to distribute travel evenly over the fill area. 5. Compaction of Select Fill a. Moisture Control: The moisture content of the fill material shall be distributed uniformly throughout each layer of the material. The allowable range of moisture content during compaction shall be within plus two (+2) and minus two (-2) percentage points of the optimum moisture content. The contractor may be directed to add necessary moisture to the material either in the borrow area or upon the fill surface or to dry the material, as directed by the soils engineer. The drying of cohesive soils between lifts to moisture contents less than 70% of optimum before the placement of subsequent lifts shall be avoided or the fill reworked at the proper moisture content. b. Compaction: The material in each layer shall be compacted to obtain proper densities. Compaction by the hauling equipment alone will not be considered sufficient. Structural fills, including pavement subgrade, subbase, and base, shall be compacted to densities equivalent to the percentages of the Standard Proctor (ASTM D-698) or Modified Proctor (ASTM D-1557) maximum dry density listed in the table below. The Texas Department of Highways and Public Transportation Method TEX 113-E or TEX 114-E compaction test, which varies the compactive effort with soil type, may be substituted for the Standard or Modified Proctor methods and percentages listed in the table below. PERCENT COMPACTION Area Fine Grained Soils ASTM D-698 (Standard) or TEX 114-E Coarse Grained Soils ASTM D-1557 (Modified) or TEX 113-E Within five (5) feet of building lines, under footings, floor slabs, slab-on-grade foundation and structures attached to the building (i.e. walls, patios, steps) 95 95+ More than five (5) feet beyond building lines, under walks, and fill area to be landscaped 90 90 Pavement subgrade and subbase, including lime treated soils 95 95+ Soils classified as coarse grained soils are those with more than 50%, by weight, retained on the No. 200 Standard Sieve. 6. Comparison Testing Field density tests for the determination of the compaction of the fill shall be performed by TSI Laboratories, Inc. in accordance with recognized procedures for making such tests. A representative number of tests shall be made in each compacted lift at locations selected by the soils engineer or his/her representative. For general structural and paving fills, we suggest one test per 3,000 square feet per lift with a minimum of three tests per lift. IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT The following observations and suggestions are provided to help you better utilize your geotechnical engineering report and to reduce construction problems and delays related to the soil and groundwater conditions. REPORT IS BASED UPON SPECIFIC SITE AND PROJECT A geotechnical report is based on a subsurface exploration conducted on a specific site and planned using specific project information. The project information typically includes structure size and configuration, type of construction, and general location on the site. Limitations, such as existing buildings or utilities, specific foundation requirements for structures, budget limitations, and the level of risk assumed by the client may affect the scope of the exploration. Since the report applies to a specific structure and site, the geotechnical report should not be used in the following circumstances unless the geotechnical engineer has reviewed the changes and concurs in the use of the report. • When the nature of the proposed structure is changed, such as an office building instead of a warehouse or parking garage, or a refrigerated warehouse instead of one which is not refrigerated • When the size, configuration, or floor elevations is changed • When the location of the structure on the site is changed • When there is a change of ownership FINDINGS ARE PROFESSIONAL ESTIMATES The actual subsurface conditions are determined only at the boring locations and only at the time the samples are taken. The information is extrapolated by the geotechnical engineer who then renders professional opinions regarding the characteristics of the subsurface materials, the behavior of the soils during construction, and appropriate foundation designs. No exploration, however complete, can be assured of sampling the entire range of soil conditions. The soils may vary between or beyond the borings and stratum transitions may be more gradual or more abrupt, and all types of oils and rock existing on the site may not be found in the borings. The geotechnical engineer is often retained during construction to evaluate variances and recommend solutions to problems encountered on the site. SUBSURFACE CONDITIONS CAN CHANGE Grading operations on or close to the site, floods, groundwater fluctuations, utility construction, and utility leaks are among the events that can change the subsurface conditions. The geotechnical engineer should e kept apprised of such events. GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND PERSONS A geotechnical report may have been made to evaluate foundation alternatives only, for preliminary site evaluation, or for other limited purposes. The exploration may also have been limited by the direction of the client, budget limitations, or the level of risk assumed by the client. Therefore, no one other than the original client should use the report for its intended purpose or other purposes without conferring with the geotechnical engineer. GEOTECHNICAL REPORTS ARE SUBJECT TO MISINTERPRETATION Geotechnical reports are based on the project information available at the time the report was made and the judgment and opinions of the geotechnical engineer. This specialized information is subject to misinterpretation by other design professionals, contractors and owners. The geotechnical engineer should be retained during the design process to interpret the recommendations and review the adequacy of the plans and specifications relative to geotechnical issues. The boring logs should no be separated from the geotechnical report, but, rather the entire report should be made available to the contractors and others needing this information.