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Home My WebLink AboutContract 55817-PM1X-26881CSC No. 55817-PM1 00 0o io- i PROJECT RECORD DOCUMENTS FOR DEVELOPER AWARDED PROJECTS Page 1 of7 1 SECTION 00 0010 2 TABLE OF CONTENTS 3 DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised nn� r.,.,;�,.t;,... ,,. u:aao,.� n�i��r�o 89-�� n� i�� n.n l�o 8A-4�-98 �i�6�2 n.� /n�T 00 42 43 Pro osal Form Unit Price OS/22/2019 00 43 13 Bid Bond 04/02/2014 00 45 11 Bidders Pre ualiiication's 04/02/2014 00 45 12 Pre ualification Statement 09/O1/2015 00 45 13 Bidder Pre ualification A lication 03/09/2020 00 45 26 Contractor Compliance with Workers' Com ensation Law 04/02/2014 00 45 40 Minorit Business Ente rise Goal 08/21/2018 00 52 43 A reement 06/16/2016 00 61 25 Certificate of Insurance 07/O1/2011 00 62 13 Performance Bond O1/31/2012 00 62 14 Pa ment Bond O1/31/2012 00 62 19 Maintenance Bond O1/31/2012 88-�gg no., o..., i �,.., a:.; ,,., � ,, i i�� 89�-89 n� in�� 00 73 10 Standard City Conditions of the Construction Contract for Developer O1/10/2013 Awarded Projects Division Ol - General Re uirements Last Revised O1 11 00 Summa of Work 12/20/2012 O1 25 00 Substitution Procedures 08/30/2013 O1 31 19 Preconstruction Meetin 08/30/2013 O1 31 20 Pro'ect Meetin s 07/O1/2011 Ol 32 33 Preconstruction Video 08/30/2013 Ol 33 00 Submittals 08/30/2013 O1 35 13 S ecial Pro'ect Procedures 08/30/2013 O1 45 23 Testin and Ins ection Services 03/20/2020 O1 50 00 Tem orary Facilities and Controls 07/O1/2011 O1 55 26 Street Use Permit and Modifications to Traffic Control 07/O1/20ll O1 57 13 Storm Water Pollution Prevention Plan 07/O1/2011 O1 60 00 Product Re uirements 03/20/2020 O1 66 00 Product Storage and Handlin Re uirements 04/07/2014 O1 70 00 Mobilization and Remobilization 04/07/2014 O1 71 23 Conshuction Stakin 04/07/2014 O1 74 23 Cleaning 04/07/2014 O1 77 19 Closeout Re uirements 04/07/2014 O1 78 23 eration and Maintenance Data 04/07/2014 O1 78 39 Pro'ect Record Documents 04/07/2014 CITY OF FORT WORTH Legacy Multifauuly Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102955 Revised September l, 2015 00 00 lo- a PROJECT RECORD DOCUMENTS FOR DEVELOPER AWARDED PROJECTS Page 2 of 7 1 Technical Specifications which have been modifed by the Engineer speciiically for this 2 Project; hard copies are included in the Project's Contract Documents 3 4 NONE CITY OF FORT WORTH Legacy Multifamily Stonndrain Iuiprovements STANDARD CONSTRUCTION SPECIFICATION DOCIJMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102955 Revised September I, 2015 00 00 10- 3 PROJECT RECORD DOCUMENTS FOR DEVELOPER AWARDED PROJECTS Page 3 of7 1 2 3 4 5 6 7 8 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's �vebsite at: httq:l/fortwo rthtexas.Sov/tpw/contractors/ or https://apps.fort��orthte�as.<„o�/ProjectResourcesi Division 02 - Existing Conditions 02 41 13 Selective Site Demolition 02 41 14 Utility Reinoval/Abandomnent 02 41 15 PavinQ Removal Division 03 - Concrete Last Revised 12/20/2012 12/20/2012 02/02/2016 03 30 00 Cast-In-Place Concrete 12/20/2012 n�� r,.,,�r„iioa r,,.., c�..o.,,.��, r,r.,�o..;.,i �r�r cr�r� � �i��z n�� r,,.,,...��„ n,..,o r�.,.o,.:,,i �,... rr..o..,.t, no,..,;.. i ��z 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical Division 31 - Earthworlc 31 10 00 Site Clearing 12/20/2012 �� rT.,,.i.,��:f;oa ��,,,,,,,,,;,,,, ni /�� '� � ni i�� '�z�-vv �H�£t�eH�s n, �70 4T-z-arzv�i--�J 31 25 00 Erosion and Sediment Control 12/20/2012 �'� � »i��ni�i �99 � i � i�� i��i Division 32 - Exterior Improvements ,�z�� Do.-.Y....,o.,� A....t,.,i*D.,..:.,..Ao,-,.,;r 17/7zzr�vrcviz �-i�� To,,,.-..,.-.,..., A�,,.1,.,1tD,,..;,,..T?e.,..,;r 17/7�z �i !`,,..,...o*o D.,<,:,,.. Ae,.,,;.. 1''f /7�r�c �� `10.,;1.10 a,...,, !`,.,,«.,�.. 1 7/'l� �-%-z� T; o T.-o.,to.a R.,�o (`.,,,,-�o� 1'�/'l�z 3J7z--�-1—�J-� !�'o.,-.o„� T..e,.F,.,7 iZ,...,, /�,,,..-�o., 1'1/7�rcor�-�cviz �� T ;,,.,;,7 T,.o.,*o,l Q,,;1 Cr.,t,:l:�o,- (14h�� tz'tC A.....1,..1* D.,.,;.,.. 17/7� �3J 1 7 /7��, �3J E 1 '� /7� CITY OF FORT WORTH Legacy Multifamily Stonndrain unprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102955 Revised September I, 2015 00 00 10- 4 PROJECT RECORD DOCUMENTS FOR DEVELOPER AWARDED PROJECTS Page 4 of 7 Division 33 - IJtilities 33 O1 30 Sewer and Manhole Testing 12/20/2012 33 O1 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 33 03 10 Bypass Pumping of Existing Sewer Systems 12I20/2012 �'-84-�A r,,;..t a,,.,a;.,,. ,,.,a ��o,.�..:,..,� r�„�„};� i �i��,-�� ,�3-84-�� r�,.....,,�;,,., �,..,�..,.i rra�+ c,.,�;,..,� i� �� r,r.,,...��:,,.., n.,,,ao rV,,,t,,,a;,, n«„ro,.�;�., c.,..E,,.., i �/��,-�iz �4-�9 n� in�z- �-94-49 r�o,..,;.,,. ,..,a n,.,.o..«,,,,,.o rro�,:.,,. „�`x�.,,o,. ��n, n�in�� 33 04 50 Cleaning of Sewer Mains 12/20/2012 33 OS 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 �-A�--1-� �x�..�o.. r; o r,. e i �/��n��L 33 OS 13 Frame, Cover and Grade Rings - Cast Iron Ol/22/2016 33 OS 13.10 Frame, Cover and Grade Rings - Composite O1/22/2016 n a;,,..�;.,,, r,r.,.,t,,,�o� r.,�o}� v„i.,o xz,,.,o� .,a n*i,o.. c,,-�,,.,,,,. �_�� 4 > > > " i � i��z �ac�e 33 OS 16 Concrete Water Vaults 12/20/2012 33 OS 17 Concrete Collars 12/20/2012 � 3-8-5-�9 �� i�� _'� T.,««„1 T; o« Dt.,to 1 7/7� �--�-�� Qtael ('..�:,,.tD:,.o 17/7� �tZ� i7.,,,,7 T,,,,.,ol;.,,.. 1')/7�z �Z� T,.,.,E..11..�;,,.. ,.F!'..,.,.:or D;,.e ;., !''.,..;.,.. ..r T,,,,.,ol 7: o� Dt.,to fltillwrr��ivi� 33 OS 26 Utility Markers/Locators 12/20/2012 33 OS 30 Location of Existing Utilities 12/20/2012 �-�-�-$� n„i,� i.T„�.. ,.,,a �,,..�r.,�,, i�� > > 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 �-� �,...,...�,o n..e��,,,.o n:,,o u,,,. �x�..,,��oa e,00� r�.,i;,,aor T_�� i � ��rcv,�--��viz > > 33 11 14 Buried Steel Pipe and Fittings 12/20/2012 CITY OF FORT WORTH Legacy Multifamily Stormdrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWAFtDED PROJECTS City Project No. 102955 Revised September I, 2015 00 00 10- 5 PROJECT RECORD DOCUMENTS FOR DEVELOPER AWARDED PROJECTS Page 5 of 7 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 33 12 11 Large Water Meters 12/20/2012 33 12 20 Resilient Seated Gate Valve 12/20/2012 �� n�x�`x�n u„t,t,o.. eo.,tea u.,,�o..f1.,v.,�,.o� �7�7�rcrzvr vrL 33 12 25 Connection to Existing Water Mains 02/06/2013 �8 r' ...�'.....`..,.. n: ��,.i.,,, n �.,o,,,t..�__� ��,. n��t,io �x��o.. c.,��o � �/��z � . _ . .... _ _ _��_------ � -., ------ ��-�-2�9 �;,.,,�� n � in�-^r �-�-�8 �xr.,�o.. e,,.....io c+.,r;,..,� i �/�� 3� c�.,.,a.,,.a n�,..., „F��..�..o n��,,..,t�i., n�/1�� z2 ('.,ro.] ;.. Dl.,..o D;,.o (('TAAI 1 7 /7� �-�—�-�--�� :t� «..1.,�� Ao:,,F r..o.7 D:,�.o 4:..- (;r�:,�t., C...,;�.,r., Co'.'.�,�" 1 7l7�/l/m'i'vrL 33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 12/20/2012 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 u� i rt,i •ao in�� i,.�oa v..,.�;io �...,t,:*., c.,,,;ti,...., eo..�r �� /��n /� no� �� i � i�-�� c.,.,:�,,..., ce...o.. n:..o �.,�.,«„o.,,o„� � �/�-r�,- n�� 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 ��8 �' t�• ,• n:,. ��,.�� o F e.. ;,.. , eo o� R,,. ��'��...., � 7/7�n/rn�zvrc 33 39 10 Cast-in-Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 �-3-3�9-�9 �;�..o,.,.i.,�� r,r,.,,i,,,�o� i � i��n� ��'-�9-49 �x�,...�,,..,,,.o,. n,.,.o�� r��.,,.,,�,o,. i�x� n r� i� i��n� �3 3-9-f9 �p,..,.,�� ..� ,,.R. co..��c�r,,.�,..o� t � i��z 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/Ol/2011 �� LT' 1, Tlo.,�;a.. D„l.,o�i,<,to„o /IITIARI P_;ro�- �:� u�.,.�.,-. Tl.-.,:.. 7'1/7� (l�z -- ' —� - --� - `-� ---- .-- .._, . . �,� D,,:«F «..o.l D,.t.,o+l,lo.,o /CAD�1_A;�o 1 1 /i�� 3-4-�--99 �iii�ge t � /��n/-�z �-3-4€�9� c�,..+oa e�,...,,, r�....:.,� n�/n� �%i �-4�-0� rr,.o..,.�� min�i 33 49 10 Cast-in-Place Manholes and Junction Boxes 12/20/2012 ,�g r-�,,..i, ,,,, a n,.,,r r„ i o*� �� i�� 3�-3-4-9-4A �. r�.,..;.,.,,.o u�.,a..,,.n� ,,.,a �xr,,, ,,.i�,, n��n�.�.� CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION Revised September l, 2015 Legacy Multifamily Stonndrain Improvements DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102955 00 00 10- 6 PROJECT RECORD DOCUMENTS FOR DEVELOPER AWARDED PROJECTS Page 6 of 7 CITY OF FORT WORTH Legacy Multifamily Stonndrain Lnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102955 Revised September 1, 2015 CFW SW Standard Product List 00 42 43 DAP-BIDPROPOSAL Page ! of4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Legacy Riverside Seniors CITY OF FORT MORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER ANARDED PROJECTS Fortn Version May 22, 2019 00 42 43_Bid Proposal no pavi,ligh,sign UNIT PRICE BID Bidder's Application 00 42 43 DAP - BID PROPOSAL Page 2 of4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Legacy Riverside Seniors CITY OF FORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER A\VARDED PROIECi'S Fonn Version May 22, 2019 00 -02 43_Bid Pmposal no pavi,ligh,sign UNIT PRICE BID Bidder's Application 00 42 43 DAP - BID PROPOSAL Page 3 of 4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Legacy Riverside Seniors CCfY OF FORT \VORTH SI'ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Focm Vecsion May 22, 2019 00 42 43_Bid Proposal no pavi,Iigh,sign UNIT PRICE BID Bidder's Application 00 42 43 DAP - BID PROPOSAL Page l3 of i3 SECTION 00 42 43 Developer Awarded Projects - PROPOSA� FORM L.egacy Riverside Seniors UNIT PRICE BID Bidder's Application Project Item Informarion Bidde�s Proposal Bidlist Item Description Specificarion Unit of Bid Unit Price Bid Value No. Section No. Measure Quantiry Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT Itl: DRAINAGE IMPROVEMENTS Total Construction This Bid is submitted by the entity named belo�v: BIDDER: Future [nfrastructure, LLC 2300 S Peachtree Roud Balch Springs, Texas 75180 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRAC'I' commences to rnn as provided in the General Condirions. BY: Sharvn Bishop 'ITTLE: VP Civii DATE: �Iarch 2nd, 2021 wortdng days after the date when the 65 END OF SECTION 747 CII'Y OF FORT WORTH 5TANDARD CONS7RUCT[ON SPECIFICATION DOCUMEhil'S - DEVELOPER AWARDID PRQ7ECIS Foim Ve�sion �+fay 22, 2019 Copy of 00 42 43_Bid Proposal_DAP (002).xls 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SECTION 00 4511 BIDDERS PREQUALIFICATIONS l. Summary. All contractors are required to be prequalified by the City prior to submitting bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequaliiication Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder Prequaliiication Application in accordance with the requirements below. The prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. The information must be submitted seven (7) days prior to the date of the opening of bids. For example, a contractor wishing to submit bids on projects to be opened on the 7th of April must iile the information by the 31st day of March in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's Prequaliiication Application, the following must accompany the submission. a. A complete set of audited or reviewed financial statements. (1) Classified Balance Sheet (2) Income Statement (3) Statement of Cash Flows (4) Statement of Retained Earnings (5) Notes to the Financial Statements, if any b. A certified copy of the firm's organizational documents (Corporate Charter, Articles of Incorporation, Articles of Organization, Certiiicate of Formation, LLC Regulations, Certificate of Limited Partnership Agreement). c. A completed Bidder Prequalifcation Application. (1) The firm's Texas Taxpayer ldentification Number as issued by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer ldentification number visit the Texas Comptroller of Public Accounts online at the following web address www.window.state.tx.us/taxpermid and fill out the application to apply for your Texas tax ID. (2) The firm's e-mail address and fax number. (3) The firm's DUNS number as issued by Dun & Bradstreet. This number is used by the City for required reporting on Federal Aid projects. The DUNS number may be obtained at www.dnb.com. d. Resumes reflecting the construction experience of the principles of the firm for firms submitting their initial prequalification. These resumes should include the size and scope of the work performed. e. Other information as requested by the City. 2. Prequali�cation Requirements a. Financial Statements. Financial statement submission must be provided in accordance with the following: (1) The City requires that the original Financial Statement or a certified copy be submitted for consideration. CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102955 Revised April 2, 2014 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 � (2) To be satisfactory, the financial statements must be audited or reviewed by an independent, certified public accounting firm registered and in good standing in any state. Current Texas statues also require that accounting firms performing audits or reviews on business entities within the State of Texas be properly licensed or registered with the Texas State Board of Public Accountancy. (3) The accounting firm should state in the audit report or review whether the contractor is an individual, corporation, or liinited liability company. (4) Financial Statements must be presented in U.S. dollars at the current rate of exchange of the Balance Sheet date. (5) The City will not recognize any certified public accountant as independent who is not, in fact, independent. (6) The accountant's opinion on the iinancial statements of the contracting company should state that the audit or review has been conducted in accordance with auditing standards generally accepted in the United States of America. This must be stated in the accounting firm's opinion. It should: (1) express an unqualified opinion, or (2) express a qualified opinion on the statements taken as a whole. (7) The City reserves the right to require a new statement at any time. (8) The financial statement must be prepared as of the last day of any month, not more than one year old and must be on fle with the City 16 months thereafter,in accordance with Paragraph 1. (9) The City will determine a contractor's bidding capacity for the purposes of awarding contracts. Bidding capacity is determined by multiplying the positive net working capital (working capital = current assets — current liabilities) by a factor of 10. Only those statements reflecting a positive net working capital position will be considered satisfactory for prequalification purposes. (10) In the case that a bidding date falls within the time a new financial statement is being prepared, the previous statement shall be updated with proper verification. Bidder Prequalification Application. A Bidder Prequalification Application must be submitted along with audited ar reviewed iinancial statements by iirms wishing to be eligible to bid on all classes of construction and maintenance projects. Incomplete Applications will be rejected. (1) In those schedules where there is nothing to report, the notation of "None" or "N/A" should be inserted. (2) A miniinum of five (5) references of related work must be provided. (3) Submission of an equipment schedule which indicates equipment under the control of the Contractor and which is related to the type of work for which the Contactor is seeking prequalification. The schedule must include the manufacturer, model and general common description of each piece of equipment. Abbreviations ar means of describing equipment other than provided above will not be accepted. 3. Eligibility to Bid a. The City shall be the sole judge as to a contractor's prequalification. b. The City may reject, suspend, or modify any prequalification for failure by the contractor to demonstrate acceptable financial ability or performance. c. The City will issue a letter as to the status of the prequaliiication approval. CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102955 Revised Apri12, 2014 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 3 1 2 3 4 5 6 7 d. If a contractor has a valid prequali�cation letter, the contractar will be eligible to bid the prequalified work types until the expiration date stated in the letter. : END OF SECTION CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No. 102955 Revised April 2, 2014 0o as i2 DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION OU 45 12 DAP — PREQUALIFICATIdN STATEl4f1?;�'T Ltich Bidctcr ia ruluir�cl lo cotnpl�t� Uic informzition taelolv by i�ientifyin� thc prcyualified contractors anclfor subcontractors whom thcy intcnd to utilizn for tliv aiajor work typc{s} listcd. In thc ",4lajor Work `I_'}_ne" lx�x nmridc thc. comple.te m�or rvc�rk t}�rc. and actual du�cri tio�n as 1zrovideci I�v the Wafer D • m n f r� t r an , ec er n__ fo v't� Contraetorf5ubcontraetor Prequalification Ma'arlNorkT e Cam an Name Ex iratianDake 4Vater Distribution Develo ment, 8-inch diameter and smaller Future Infrastructure LLC A ril 30, 20Z2 SewerColleetion System, Develapment, 8-inch and smaller Future Infrastruckure LLC April 30, 2022 'I'he undcrsigne.lci hereby certiiies thxt thc contra�tais anc�tor subcnnt�actors dcscribcd in tho tahle abvve ur�s currcntl}� prcyualiCc;d f`or thc �eork types listcci. 13I1)ll�:R. Fultirc tufi�l�lniuh�re LLC 2300 S Fcachtrec Road Ralch SEari�igs, Texa� 7S t SO BY: Sliriu�n I3i } (Signnture) 'IfiPLE: VP Ci��il D�l'C�;: d r� 1Y�.a�+z. / END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIF[CATION STATEMENT — DEVELOPER ANARDED PROJECTS Legacy Final Bid Book Add bid taabs 3-1 I-21.docs Form Version Sep[ember 1, 2015 017839-1 PROJECT RECORD DOCUMENTS Page 1 of I 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 CPN 102955. 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: Future Infrastructure, LLC Company 2300 S. Peachtree, Road Address Balch Springs, Texas, 75180 City/State/Zip Shawn Bishop By: (Plea ri t) Signature: ( Title: THE STATE OF TEXAS COUNTY OF TARRANT VP Civil (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared �(��w� �j� ��p;� , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of �/P G� �� L for the purposes and consideration therein expressed and in the capacity therein stated. GIV iTND R MY HAND AND SEAL OF OFFICE this � day of , 20�� ......r...� ;=o?'•"•Y°`•'e��: MARIAESTHkRESPARZA :*� *= My Noiary ID # 132820893 :�.+'. '��: ��>F oK <�+`' Expires December 11, 2024 < No ry Public in and for t a e o exas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 Legacy Multifavuly Stonndrain Improvements Legacy MultifamilyLLCMarch 12, 2021 005243-2 Developer Awarded Project Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of One Hundred and Thirt�Four Thousand Seven Hundred and 39 Fort E��ht Dollars ($ 134.748.00�. 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 A.The Contract Documents which comprise the entire agreement between Developer and Contractor 43 concerning the Work consist of the following: 44 1. This Agreement. 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequali�cation Statement 3) State and Federal documents (project specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) £ Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Proj ects. 4. Supplementary Conditions. 5. Specifications speciiically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Proj ect's Contract Documents. 6. Drawings. 7. Addenda. 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 incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH Legacy Multifamily Stormdrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102955 Revised April 2, 2014 005243-3 Developer Awarded Project Agreement Page 3 of4 74 Article 6. INDEMNIFICATION 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 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 of�cers, agents, employees, subcontractors, licenses or invitees under this contract. This indemni�cation provision is specificallV intended to oAerate and be effective even if it is alleged or proven that all or some of the dama�es being sou�ht were caused, in whole or in part, bv any act, omission or negli�ence 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. 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 of�cers, agents, employees, subcontractors, licensees or invitees under this contract. This indemni�cation provision is specifically intended to operate and be effective even if it is alle�ed or proven that all or some of the damages bein� sought were caused, in whole or in part, by any act, omission or ne�ligence of the city. Article 7. MISCELLANEOUS 94 7.1 Terms. 95 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the 96 Construction Contract for Developer Awarded Projects. 97 7.2 Assignment of Contract. 98 99 100 7.3 101 102 103 104 7.4 105 106 107 This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the Developer. Successors and Assigns. Developer and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. Severability. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon DEVELOPER and CONTRACTOR. 108 7.5 Governing Law and Venue. 109 This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue 110 shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, 111 Fort Worth Division. CITY OF FORT WORTH Legacy Multifamily Stormdrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102955 Revised Apri12, 2014 March 12, 2021Legacy Multifamily Apartments, LLCMarch 12, 2021 12 oo6tzs-2 Page 2 of 3 1 2 3 4 5 6 7 : NOW, TH�It�TOItE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the Worlc, including Change Orders, under the Contract, accot•ding to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Conh�act that may be ��anted on ihe part of the Developer and/or City, then this obligation shall be and become null and void, otl�erwise to remain in full force and effect, PROVIDED TURTHER, that if any legal action be iiled on this Bond, vemie shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. 10 This bond is made and executed in compliance witl� the provisions of Chapter 2253 of the 11 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 12 13 accordance with the provisions of said statue. IN WITNESS WH�REOF, the Principal and the Surety have SIGN�D and S�ALED 14 this instrument by duly authorizecl agents and officers on this the 12th day of 15 March , 20 21 16 17 18 19 20 21 22 A`rrEST: 23 24 25 (Principal) Secretaiy 26 27 28 29 � 30 � 31 ' ness as to Principal 32 33 34 35 36 37 38 39 40 41 PRINCIPAL: Future Infrastructure, LLC BY: i i ur Shawn Bishop, VP Name and Title Address; 2300 S. Peachtree Road Balch Springs, TX 75180 SURETY: Continental CasualtV Company � , , , BY, ,�.. �.-l�� _.�� Signa ure Karen Rhodes, Attorney-in-Fact Name and Title Cl7'Y OP POIt'P WOItTH Legacy Mtiltifaittily Storiudcnir, [im;i'�veme�its STANDARD Cl'I'Y CONDI'1'IONS — DEVELOPER AWARDED PROJECTS [bisert Proj�cf �'�eanberJ Revised Jnmmiy 3I, 2012 0o cl zs - 3 Page 3 of 3 1 2 4 5 6 7 8 9 10 11 12 ��, o_� .• A ,'' T\ -`� f � �� ,,�_,..:'-._.��_.,.,�i �itnes s-t� Surety Emma Nichols *Note: If signed by an officer of the Surety Company, there must be on file a certifieci extract fiom the by-laws showing that this person has authority to sign such obligation, If Surety's physical address is different fi•om its mailing address, both must be provided, The date of the bond shall not be priox� to the date the Contract is awarded, Address: 151 N. Franklin Street Chicaao, IL 60606 TelephoneNumbei: �8��) 672-6115 CITY OF FORT WO1tTH Leg�cy Multifamily Stm7udrlui Improvemeuts STANDARD CI'1'Y CONDI'I'IONS — DEVGLOPER AWARDED PROJECTS (btser! Yrojecl A4ut�berJ Revised Janunry 31, 2012 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validit of that document. State of California County of Marin i, On L� �`�! 41 � Z�'( � Z I before me, �on Richard Sullivan, Notary Public (insert name and title of the officer) personally appeared Karen Rhodes who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. —� ;� � ;, Signature �''� � � / (Seal) ,,s�'` °` r.� JON RICHARD SULLIVAN ; � Notary Public • California = : � _ .' o Marin Counry > � Commission � 2337147 +�'Fo•+* My Comm. Expires Nov 13, 2024 + POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents, That Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company (herein called "the CNA Companies"), are duly organized and existing insurance companies having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signatures and seals herein affi�ed hereby make, constitute and appoint Susan J McGowan, Jon Richard Sullivan, Karen Rhodes, Tammy Bates, Individually of Novato, CA, their hue and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and e�ecute for and on their behalf bonds, undertakings and other obligatory insh•uments of similar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same extent as if such instiuments were signed by a duly authoi•ized officer of their insurance companies and all the acts of said Attoiney, pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and elecuted pwsuant to and by authority of the By-Law and Resolutions, printed on the revecse hereof, duly adopted, as indicated, by the Boards of Directocs of the insurance companies. In Witness Whereof, the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affised on this lst day of October, 2020. G�S�qtr �NSURq �cWANY Oa� ?�� O `��p�p �� {c �s � pOFPORAT� Q� � '�C�G O �yq" �ty�ORPQRqTFD � F • 'G ; f.�i z � � � i n � JULY ZI. 2 U SEA� ,C �"d� � � 1902 a� 1897 � HARt4� �b • � Continental Casualty Company National Fire Insurance Company of Hartford American Ca lty Company of Re ding, Pennsylvania �• * Paul T. Bruflat ce President State of South Dakota, County of Minnehaha, ss: On this lst day of October, 2020, before me personally came Paul T. Bruflat to me known, who, being by me duly s�vorn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of Continental Casualty Company, an Illinois insurance company> National Fire Insm�ance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company described in and which executed the above insh•ument; that he knows the seals of said insurance companies; that the seals affixed to the said instiument are such coiporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said insurance companies and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said insurance companies. J. MOHR Nornarwauo `'� SOUTH DAKOiR � + My Commission Expires June 23, 2021 � J. Mohr Notary Public CERTIFICATE I, D. Johnson, Assistant Seccetary of Continental Casualty Company, an Illinois insurance company, Nationat Fire Insurance Company of Hairtford, an Illinois insucance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insucance company do hereby certify that the Power of Attorney herein above set forth is still in force, and fui�ther certify that the By-Law and Resolution of the Board of Directors of the insurance companies printed on the reverse hereof is still in force. In testimony whereof I have hereunto subsccibed my name and affi�ed the seal of the said insurance companies this 12th day of March, 2021 � G►.SUqtTy �,�P �� opaoA�tB ��b� z ' �� .) $EAL �' •,z� 1�85�� Form �'6853-4/2.0 i� 1HSURq �•�'�` �'F � '�� ; O ♦'� A �,� � T � HARZF� h+`�wa►+r oFq�,'9c ¢`Y `�ORPORqTF� �'z � JULY 31, z � 19U2 � • �,a Continental Casualty Company National Fire Insurance Company of Hartford American Casuaity Company of Reading, Pennsylvania D. Johnson • Assistant Secretaiy Go to �arw�r.cnasur�iy.cam > Owner / Obligee Services > Validate Bond Coverage, if you want to verify bond authenticity. Authorizing By-Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attomey is made and esecuted pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company at a meeting held on May 12, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreeiuents or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such e�ecution becoming effective." This Po�ver of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to e�ecute power of attorneys on behalf of Continental Casualty Company. This Po�i�er of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25"' day of April, 2012: "Whereas, the byla�vs of the Compa��y or specific resolution of the Board of Directors iias authorized various officers (the "Authorized Officers")to execute various policies, bonds, undertakings and other obligatory instn�ments of like nature; and Whereas, from time to time, the signature ofthe Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or other�vise in an electronic Fomiat (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company. " ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attomey is made and executed pursua�it to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May IQ 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Compa�ry provided that the name of such authorized officer and a description of the documents, agreements or instruments that such ofticer may sign will be provided in �vriting by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to esecute power of attorneys on behalf of National Fire Insurance Compa�ry of Hartford. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous �vritten consent dated the 25°i day of April, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has autliorized various officers (the "Authorized Officers")to execute various policies, bonds, imdertakings and other obligatory instruments of like nah�re; a�id Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or othenvise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signah�re of any Authorized Officer shall be valid and binding on the Company. " ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING; PENNSYLVANIA: This Po�ver of Attomey is made and esecuted pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific docwnents, agreements and instruments on behalf oF the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such e�ecution becoming effective." This Po�ver of Attomey is signed by Paul T. Bruflat, Vice President, �vho has been authorized pursuant to tlie above resolution to eYecute power of attorneys on behalf of American Casualty Company of Reading, Pennsylvania. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous �vritten consent dated the 25"' day of April, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers")to execute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the AuU�orized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or othenvise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Compa��y. " 12March21 00 61 25 - 2 Page 2 of2 1 2 3 This bond is made and executed in compliauce with the provisions of Chaptet• 2253 of the Texas Gover•mnent Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. 4 IN WITNESS WHEItEOF, the Principal and Surety have each SIGNED and SEALED 5 this instr�iment by duly authorized agents and officers on this the 12th day of 6 March , Zp 21 , 7 ATTEST; (Pruicipal) Secretary , � tness as to Prmcipal ATTEST: (Surety) Secretary � �� , � �� = ; Witness'�t��urety Emma Nichols 8 9 10 11 12 13 14 PRINCIPAL: Future Infrastructure, LLC BY: Si ' Shawn Bishop, VP Name and Title Address: 2300 S. Peachtree Road Balch S�rin�s TX 75180 SURETY: Continental Casualty Company s _ �'�-�- BY: , :, ; �� _ � -= -� Sigriatur Karen Rhodes, Attorney-in-Fact Naine and Title Address: 151 N. Franklin Street Chicaqo, IL 60606 Telephone Numbei: �877) 672-6115 Note, If signed by an officer of tkie Surety, there must be on �le a certi�ed extract from the bylaws showing that this person has authority to sign such obligation, If Surety's physical address is different fi•oin its mailing addt•ess, both must Ue provided, The date of the bond shall not be prior to the date the Contract is awarded. �ND Or S�CTION C1TY OF FORT WORTH Leg�cy Multifamily Stmmdcaui Improvemeuts STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS [/�rserl Prqjecl Nttmbe�J Revised January 31, 20 (2 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Marin � On �`�'� �Z, �ti � � before me, �on Richard Sullivan, Notary Public (insert name and title of the officer) personally appeared Karen Rhodes who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. ' � � �' � �� „ Signature '--�=/;�G� Il"`^"''� (Seal) �„fr� o� r�, JON RICHARD SULLIVAN ,� � Notary Public • Califomia = u` ' Myr1f1 �OUfI� � � � �� 9 Commission � 2337147 °� ��o•"� My Comm. Expires Nov 13, 2024 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Knaw All Men By These Presents, That Continental Casualty Company, an Illinois insurance company, National Fire tnsw�ance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company (herein called "the CNA Companies"), are duly organized and e�isting insurance companies having their principal offices in the Cit�� of Chicago, and State of Illinois, and that they do by virtue of the signatures and seals herein affixed hereby make, constitute and appoint Susan J McGowan, Jon Richard Sullivan, Karen Rhodes, Tammy Bates, Individually of Novato, CA, their true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and esecute for and on their behalf bonds, undertakings and other obligato�y instruments of similar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same e�tent as if such instiuments were signed by a duly authorized officer of their insurance companies and all the acts of said Attorney, pursuant to the authoriry hereby given is hereby ratiiied and confirmed. This Po�ver of Attocney is made and e�:ecuted pursuant to and by authority of the By-Law and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Boards of Directors of the insurance companies. In Witness Whereof, the CNA Companies have caused these presents to be signed by theii• Vice Pcesident and their coi•porate seals to be hereto affi�:ed on this 1 st day of October, 2020. ��GASUq�r � P 1NSURq,yc �(WANYOF� l- �� E, hy� rs ,� poPPORAT�' � v 'R�i O G`�i \I�URPQ(tqTf.p �' Q ; .� �: Z � � p �� JUIY 31, z �U SEAL ^c � < 19G2 � y I �6 d��A 1897 � HARtF� • Continental Casualty Company National Fire Insurance Company of Hartford American Ca lty Company of Re ding, Pennsylvania �i��' _ Paul T. Bcuflat ce President State of South Dakota, County of Minnehaha, ss: On this 1 st day of October, 2020, before me personally came Paul T. Biuflat to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualt�� Company of Reading, Pennsylvania, a Pennsylvania insurance company described in and which esecuted the above inshument that he knows the seals of said insurance companies; that the seals affixed to the said instrument are such coiporate seals; that they were so affiaed pursuant to authority given by the Boards of Directors of said insurance companies and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said insurance companies. J. MOHR h07ARYGUdLIC G L 5� SOUiH OAKOTA 't My Commission Expires June 23, 2021 �� J. Mohr Notary Public CERTIFICATE I, D. Johnson, Assistant Secretary of Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By-Law and Resolution of the Board of Directors of the insurance companies printed on the reverse hereof is still in force. In testimony �vheceof I have hereunto subscribed my name and affi�ed the seal of the said insurance companies this 12th day of March, 2021 Y GASllq�r 1µSURq � ��,� �C� CppPORAT� O j� �� P; • '� +a I► � A SE�I- �C a.y �� i 1897 �� HAR�F� `�vANr o�� y �i �yi `�ORPQH4TF� � ¢ � �u�r ti, $ �isoz � b • � Continental Casualty Company National Fire Insurance Company of Hartford American Casualty Company of Reading, Pennsylvania D. Johnson ! Assistant Secretary Form F6�53'-4/2612 Go to �rrnr�s+.cn�sur�t�.c�rt� > Owner / Obligee Services > Validate Bond Coverage, if you want to verify bond authenticity. Authorizing By-Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attomey is made and esecuted pursuant to and by autl�ority oFthe following reso(ution duly adopted by the Board of Directors of the Company at a meeting held on May 12, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Compury provided that the name of such authorized officer and a description of the documents, agreements or instruments tliat such officer may sign «�ill be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Po�ver of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to esecute power of attorneys on behalf of Continental Casualty Company. This Power of Attorney is signed and sealed by facsimile under a�id by the authority of the following Resolution adopted by die Board of Directors of the Company by unanimous written consent dated the 25°i day of April, 2012: "Whereas, tl�e bylaws of the Compa��y or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers")to execute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or othenvise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company. " ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attomey is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instrimients that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary ofthe Company prior to such esecution becoming effective." This Po�ver of Attorney is signed by Paul T. Bruflat, Vice President, �vho has been audiorized pursuant to the above resolution to execute po�ver of attomeys on behalf of National Fire Insurance Company of Hartford. This Power of Attorney is signed and sealed by facsimile under a��d by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25°i day of April, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various o�cers (the "Authorized Officers")to e�ecute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in origina(, hard copy format, may be provided via facsimile or othernise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Compa�iy. " ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA: This Power of Attomey is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous �vritten consent dated May 10, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instniments that such o�cer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such e�ecution becoming effective." This Power of Attomey is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to eYecute power of attorneys on behalf of American Casualty Company of Reading, Pennsylvania. This Power of Attomey is signed and sealed by facsimile under u�d by tlie authority of tlle follo��ing Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25`" day oFApril, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various oFficers (the "Authorized Officers")to e�ecute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic forn�at (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company. " 12March21 006125-2 Pnge 2 of 3 � 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 WHEREAS, Principal binds itself to repair or reconstruct the Worlc in whole or in part upon receiving notice fi�om the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, tha condition of this obligation is such that if Principal shall remedy any defective Worlc, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; othettivise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Worlc io be repaired andlor reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venua shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED TURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT' WOR'I'H Legncy Multifamily Stonvdrlin Lnprovements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS [Irtsert Prnjec� Nun�ber] Revised Jnnuaiy 31, 2012 006( 25-3 Page 3 of 3 IN WITNESS WH�REOr, the Principal and the Surety have each SIGN�D and SEALED this insttument by duly authorized agents and of�icers on this the 2 3 March 20 21 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 ATTES I': (Principal) 5ecretaiy � � tness as to Principal �� ATTEST: (Sw•ety) �reta��-�' j �%' � � �'� i �� = ---; W1tI18S5 aS i0 SUl'0ty Emma Nichols 12th day of Piurrcrnai.: Future Infrastructure, LLC BY; ;� - Shawn Bishop, VP Nacne and Title Address: 2300 S. Peachtree Road Balch Sprinqs, TX 75180 SURETY; Continental Casualty Company f� � • � i 1.' t�� i -- � BY: � �SiguaGure Karen Rhodes, Attorney-in-Fact Narne and Title Address: 151 N. Franklin Street Chicago IL 60606 Telephone Numbei: �877) 672-6115 *Note: If signed by an officer of the Surety Company, there must be on �le a certified extract fi•om the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided, The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Legncy Multifamily Stonnch<�iu Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS [Gtserl Yroject Ahuube�] Revised January 31, 2012 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Marin i�';, ` - On �) ii�;ti�� ^° � L- ;:� �� before me, �on Richard Sullivan, Notary Public ` (insert name and title of the officer) personally appeared Karen Rhodes who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature _ (Seal) �—. 4,,�� °i ryf JON RICHARD SULLIVAN a � Notary Public • Callfornia = � � � Marin Counry S � + Commission li 2337147 �� "�� My Comm. E�cpires Nov 13, 2024 POWER OF ATTORNEY APPOINTING INDNIDUAL ATTORNEY-IN-FACT Know All Men By These Presents, That Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hai�tford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company (herein called "the CNA Companies"), are duly organized and existing insurance companies having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signatures and seals herein affited hereby make, constitute and appoint Susan J McGowan, Jon Richard Sullivan, Ka�•en Rhodes, Tammy Bates, Individually of Novato, CA, their true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and e�ecute for and on their behalf bonds, undertakings and other obligatoiy insti�uments of similar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same ettent as if such instruments were signed by a duly authorized officer of their insurance companies and all the acts of said Attomey, pursuant to the authority hereby given is hereby ratified and con�rmed. This Power of Attorney is made and e�ecuted pursuant to and by authority of the By-Law and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Boards of Directors of the insurance companies. In Witness Whereof, the CNA Companies have caused these presents to be signed by their Vice President and their cocporate seals to be hereto affi�ed on this I st day of October, 2020. �� GASt1�q�rY � �NSqRq,yc t�caaNr oc,p� 'c�� F �� s �� pPPORAT� �� Q �� O Gy,`t �N�GRPORqTfD � Q z � o �1►� � a �� SEAL ^zc Q � � � �uisui �' *� 1897 y � HARTF� �b • �,a Continental Casualty Company National Fire Insurance Company of Hartford American Ca lty Company of Re ding, Pennsylvania i��.-�l Paul T. Bcuflat ce President State of South Dakota, County of Minnehaha, ss: On this I st day of October, 2020, before me personally came Paul T. Bruflat to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insm�ance company described in and which elecuted the above instiument; that he knows the seals of said insurance companies; that the seals affiaed to the said instrument are such coiporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said insurance companies and that he signed his name thereto pursuant to like authority, and ackno��ledges same to be the act and deed of said insurance companies. + J. MOHR �,� No7narwBi.iC S� SOUTH DAKOTF C l * My Commission Expires June 23, 2021 J. Mohr Notary Public CERTIFICATE I, D. Johnson, Assistant Secretary of Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company do hereby certify that the Power of Attorney hecein above set forth is still in force, and fui�ther certify that the By-Law and Resolution of the Board of Directors of the insurance companies printed on the reverse hereof is still in force. In testimony ��hereof I have hereunto subscribed my name and affi�ed the seal of the said insurance companies this 12th day of March, 2021 �y�,/ /GppVORAT� �. V� F= j . `�+ �U` S�AL � �1897 t Form F6&53-��012' �\�� 1HSURq,�� '�C O � � �� A '�, � < � HAR�4� �PANY OF� �� yq' ��OAPQRpTfd � ¢ � � �utr =i, z �isuz * y • �,a Continental Casualty Company National Fire Insurance Company of Hartford American Casualty Company of Reading, Pennsylvania D. Johnson + Assistant Secretaiy Go to �nr�nrv�r.cnasure��.cam > Owner / Obligee Services > Validate Bond Coverage, if you want to verify bond authenticity. Authorizing By-Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company at a meeting held on May 12, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalfof Continental Casualty Company. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by nnanimous written consent dated the 25th day of April, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers")to execute various policies, bonds, undertakings and other obligatory instruments oflike nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic fonnat (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company. " ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective.'' This Power of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of National Fire Insurance Company of Hartford. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25th day of April, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers")to execute various policies, bonds, undertakings and other obligatory instruments oflike nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company. " ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May I 0, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of American Casualty Company of Reading, Pennsylvania. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25th day of April, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers")to execute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic format ( collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company. " 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- 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 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 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. 00 61 25 -1 OAP PROJECT RECORD DOCUMENTS Page 1 of3 1 SECTION 0111 00 2 SUMMARY OF WORK 3 GENERAL 4 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 O -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 3 7 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH Legacy Multifamily Stormdrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -Developer Awarded Projects City Project No. 102955 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 00 6125 -2 OAP PROJECT RECORD DOCUMENTS Page 2 of3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights-of-way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -Developer Awarded Projects City Project No. 102955 Revised December 20, 2012 00 61 25 -3 DAP PROJECT RECORD DOCUMENTS Page 3 of3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2-PRODUCTS [NOT USED] 10 PART 3-EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-Developer Awarded Projects City Project No. 102955 Revised December 20, 2012 01 25 00 - 1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Legacy Multifamily Stormdrain Improvements City Project No. 102955 Revised August 30, 2013 SECTION 01 25 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a.Name of manufacturer b. Name of vendor c.Trade name d. Catalog number 2.Substitutions are not "or-equals". 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 A.Request for Substitution - General 1.Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a.When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a.Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, 01 25 00 - 2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised August 30, 2013 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A.See Request for Substitution Form (attached) B.Procedure for Requesting Substitution 1. Substitution shall be considered only: a.After award of Contract b. Under the conditions stated herein 2.Submit 3 copies of each written request for substitution, including: a.Documentation 1)Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a)Manufacturer's name b) Telephone number and representative contact name c)Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a)Size b) Composition or materials of construction c)Weight d) Electrical or mechanical requirements 4) Product experience a)Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c)Available field data and reports associated with proposed product 5)Samples a)Provide at request of City. b) Samples become the property of the City. c.For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C.Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. Legacy Multifamily Stormdrain Improvements City Project No. 102955 01 25 00 - 3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised August 30, 2013 4. Substitution will be rejected if: a.Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c.In the Developer’s opinion, acceptance will require substantial revision of the original design d. In the City’s or Developer’s opinion, substitution will not perform adequately the function consistent with the design intent 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 A.In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Legacy Multifamily Stormdrain Improvements City Project No. 102955 01 25 00 - 4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised August 30, 2013 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A.Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B.What effect does substitution have on other trades? C.Differences between proposed substitution and specified item? D.Differences in product cost or product delivery time? E.Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Not recommended Received late Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date Legacy Multifamily Stormdrain Improvements City Project No. 102955 00612519-1 DAP PROJECT RECORD DOCUMENTS Page I of3 1 SECTION 01 3119 2 PRECONSTRUCTION MEETING 3 PARTl-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 O -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 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 3 8 desire to invite or the City may request 39 CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. I 02955 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project 00612519-2 OAP PROJECT RECORD DOCUMENTS Page 2 of3 c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments 1. Extra Work and Change Order Procedures J. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre-Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early W aming System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. 102955 Revised August 30, 2013 00612519-3 OAP PROJECT RECORD DOCUMENTS Page 3 of3 1 1.5 SUBMITT ALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2-PRODUCTS [NOT USED] 10 PART 3-EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. 102955 Revised August 30, 2013 01 31 20 - 1 DAP PROJECT MEETINGS Page 1 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised July 1, 2011 SECTION 01 31 20 PROJECT MEETINGS PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B.Deviations 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 A.Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a.If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B.Pre-Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a.Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a.Location of meeting to be determined by the City. 3. Attendees Legacy Multifamily Stormdrain Improvements City Project No. 102955 01 31 20 - 2 DAP PROJECT MEETINGS Page 2 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised July 1, 2011 a.Contractor b. Project Representative c.Other City representatives 4. Meeting Schedule a.In general, the neighborhood meeting will occur within the 2 weeks following the pre-construction conference. b. In no case will construction be allowed to begin until this meeting is held. C.Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as- needed basis. Such additional meetings shall include, but not be limited to: a.Coordinating shutdowns b. Installation of piping and equipment c.Coordination between other construction projects d.Resolution of construction issues e.Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a.Contractor's project manager b. Contractor's superintendent c.Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e.City’s representatives f.Others, as requested by the Project Representative 5. Preliminary Agenda may include: a.Review of Work progress since previous meeting b. Field observations, problems, conflicts c.Items which impede construction schedule d. Review of off-site fabrication, delivery schedules e.Review of construction interfacing and sequencing requirements with other construction contracts f.Corrective measures and procedures to regain projected schedule g.Revisions to construction schedule h. Progress, schedule, during succeeding Work period i.Coordination of schedules j.Review submittal schedules k.Maintenance of quality standards l.Pending changes and substitutions m.Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request Legacy Multifamily Stormdrain Improvements City Project No. 102955 01 31 20 - 3 DAP PROJECT MEETINGS Page 3 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised July 1, 2011 p. Review status of Requests for Information 6. Meeting Schedule a.Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a)City b) Engineer c)Contractor 7. Meeting Location a.The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 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 [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Legacy Multifamily Stormdrain Improvements City Project No. 102955 01 32 33 - 1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised August 30, 2013 SECTION 01 32 33 PRECONSTRUCTION VIDEO PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. Administrative and procedural requirements for: a.Preconstruction Videos B.Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. 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 A.Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a.Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 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 [NOT USED] Legacy Multifamily Stormdrain Improvements City Project No. 102955 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised August 30, 2013 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Legacy Multifamily Stormdrain Improvements City Project No. 102955 006125-1 OAP PROJECT RECORD DOCUMENTS Page 1 of8 1 SECTION 01 33 00 2 DAP SUBMITT ALS 3 PART1-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following Work- 7 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 O -Bidding Requirements, Contract Fonns 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. No 20 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 submittals 25 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 performing 28 the related Work or other applicable activities, or within the time specified in the 29 individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by processing 31 times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 3 5 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. I 02955 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 00 61 25 -2 OAP PROJECT RECORD DOCUMENTS Page 2 of8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) Bis the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) "By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 Yz inches x 11 inches to 8 Yz inches x 1 linches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items I Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS City Project No. 102955 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 00 61 25 -3 DAP PROJECT RECORD DOCUMENTS Page 3 of8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 2. 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom-prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information C. d. e. f. g. h. i. Details Setting diagrams Actual shopwork manufacturing instructions Custom templates Special wiring diagrams Coordination drawings Individual system or equipment inspection and test reports including: 1) Performance curves and certifications As applicable to the Work a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. 102955 Revised August 30, 2013 00 61 25 -4 OAP PROJECT RECORD DOCUMENTS Page 4 of8 1 6) Product photographs 2 7) Standard wiring diagrams 3 8) Printed performance curves and operational-range diagrams 4 9) Production or quality control inspection and test reports and certifications 5 10) Mill reports 6 11) Product operating and maintenance instructions and recommended spare-parts 7 listing and printed product warranties 8 12) As applicable to the Work 9 H. Samples 10 1. As specified in individual Sections, include, but are not necessarily limited to: 11 a. Physical examples of the Work such as: 12 1) Sections of manufactured or fabricated Work 13 2) Small cuts or containers of materials 14 3) Complete units ofrepetitively used products color/texture/pattern swatches and 15 range sets 16 4) Specimens for coordination of visual effect 17 5) Graphic symbols and units of Work to be used by the City for independent 18 inspection and testing, as applicable to the Work 19 I. Do not start Work requiring a shop drawing, sample or product data nor any material to be 20 fabricated or installed prior to the approval or qualified approval of such item. 21 1. Fabrication performed, materials purchased or on-site construction accomplished which 22 does not conform to approved shop drawings and data is at the Contractor's risk. 23 24 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance with 26 approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings I) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data I) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Legacy Multifamily Stormdrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS City Project No. I 02955 Revised August 30, 2013 00 61 25 -5 DAP PROJECT RECORD DOCUMENTS Page 5 of8 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 product 17 data and samples, where required, to the job site file and elsewhere as directed by 18 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 with 23 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 ofresponsibility 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 does 30 not relieve the Contractor from his/her responsibility with regard to the fulfillment of 31 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 Work 35 with all other associated work and trades, for selecting fabrication processes, for 36 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 3 8 departure from the Contract requirements which City finds to be in the interest of the 39 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 exception. 41 5. Submittals will be returned to the Contractor under 1 of the following codes: 42 a. Code 1 43 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 44 comments on the submittal. 45 a. When returned under this code the Contractor may release the equipment 46 and/or material for manufacture. 47 b. Code 2 CITY OF FORT WORTH Legacy Multifamily Stormdrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. I 02955 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 00 61 25 -6 DAP PROJECT RECORD DOCUMENTS Page 6 of8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a. The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non-conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Legacy Multifamily Storrndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS~ DEVELOPER AW ARD ED PROJECTS City Project No. I 02955 Revised August 30, 2013 00 61 25 -7 OAP PROJECT RECORD DOCUMENTS Page 7 of8 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 used 9 on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 If specifically required in other Sections of these Specifications, submit a P .E. Certification 12 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] CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. I 02955 Revised August 30, 2013 1 2 3 4 00 61 25 -8 OAP PROJECT RECORD DOCUMENTS Page 8 of8 5 PART 2-PRODUCTS [NOT USED] 6 PART 3-EXECUTION [NOT USED] 7 END OF SECTION 8 9 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Legacy Multifamily Stormdrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS City Project No. 102955 Revised August 30, 2013 00 61 25 -I OAP PROJECT RECORD DOCUMENTS Page I of7 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 1. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Port Worth Standard Specification 19 I. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division O -Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 -General Requirements 23 3. Section 33 12 25 -Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 28 29 30 31 32 33 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 3. North Central Texas Council of Governments (NCTCOG) -Clean Construction Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 I. When work in the right-of-way which is under the jurisdiction of the Texas Department 37 of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit 40 b. All work performed in the TxDOT right-of-way shall be performed in compliance 41 with and subject to approval from the Texas Department of Transportation CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. I 02955 Revised August, 30, 2013 00 6125 -2 DAP PROJECT RECORD DOCUMENTS Page 2 of7 1 B. Work near High Voltage Lines 2 1. Regulatory Requirements 3 a. All Work near High Voltage Lines (more than 600 volts measured between 4 conductors or between a conductor and the ground) shall be in accordance with 5 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 6 2. W aming sign 7 a. Provide sign of sufficient size meeting all OSHA requirements. 8 3. Equipment operating within 10 feet of high voltage lines will require the following 9 safety features 10 a. Insulating cage-type of guard about the boom or arm 11 b. Insulator links on the lift hook connections for back hoes or dippers 12 c. Equipment must meet the safety requirements as set forth by OSHA and the safety 13 requirements of the owner of the high voltage lines 14 4. Work within 6 feet of high voltage electric lines 15 a. Notification shall be given to: 16 1) The power company ( example: ONCOR) 17 a) Maintain an accurate log of all such calls to power company and record 18 action taken in each case. 19 b. Coordination with power company 20 l) After notification coordinate with the power company to: 21 a) Erect temporary mechanical barriers, de-energize the lines, or raise or lower 22 the lines 23 c. No personnel may work within 6 feet of a high voltage line before the above 24 requirements have been met. 25 C. Confined Space Entry Program 26 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA 27 requirements. 28 2. Confined Spaces include: 29 a. Manholes 30 b. All other confined spaces in accordance with OSHA's Permit Required for 31 Confined Spaces 32 D. Use of Explosives, Drop Weight, Etc. 3 3 1. When Contract Documents permit on the project the following will apply: 34 a. Public Notification 3 5 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior 36 to commencing. 3 7 2) Minimum 24 hour public notification in accordance with Section O 1 31 13 38 E. Water Department Coordination 39 40 1. During the construction of this project, it will be necessary to deactivate, for a 41 period of time, existing lines. The Contractor shall be required to coordinate with 42 the Water Department to determine the best times for deactivating and activating 43 those lines. 44 2. Coordinate any event that will require connecting to or the operation of an existing 45 City water line system with the City's representative. 46 a. Coordination shall be in accordance with Section 33 12 25. CITY OF FORT WORTH Legacy Multifamily Stormdrain Improvements ST AND ARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. I 02955 Revised August, 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 00 61 25 -3 OAP PROJECT RECORD DOCUMENTS Page 3 of7 b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. F. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following infonnation: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the 'pre-construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. I 02955 Revised August, 30, 2013 006125-4 OAP PROJECT RECORD DOCUMENTS Page 4 of7 1 c. A sample of the temporary water service interruption notification is attached as 2 Exhibit B. 3 d. Deliver a copy of the temporary interruption notification to the City inspector for 4 review prior to being distributed. 5 e. No interruption of water service can occur until the flyer has been delivered to all 6 affected residents and businesses. 7 f. Electronic versions of the sample flyers can be obtained from the Project 8 Construction Inspector. 9 H. Coordination with United States Army Corps of Engineers (USACE) 10 1. At locations in the Project where construction activities occur in areas where USA CE 11 permits are required, meet all requirements set forth in each designated permit. 12 I. Coordination within Railroad Permit Areas 13 14 15 16 17 18 19 20 21 22 23 24 25 26 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 27 J. Dust Control 28 1. Use acceptable measures to control dust at the Site. 29 a. If water is used to control dust, capture and properly dispose of waste water. 30 b. If wet saw cutting is performed, capture and properly dispose of slurry. 31 K. Employee Parking 32 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS City Project No. 102955 Revised August, 30, 2013 00 61 25 -5 DAP PROJECT RECORD DOCUMENTS Page 5 of7 1 1.4 SUBMITT ALS [NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITT ALS [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 1.3.B -Added requirement of compliance with Health and Safety Code, Title 9. 13 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH Legacy Multifamily Stormdrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS City Project No. 102955 Revised August, 30, 2013 00 6125 -6 OAP PROJECT RECORD DOCUMENTS Page 6 of7 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 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 NOTICE OF CONSTRUCTION THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT< TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FL YER HANDY WHEN YOU CALL CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 102955 Revised August, 30, 2013 3 4 1 2 00 61 25 -7 OAP PROJECT RECORD DOCUMENTS EXHIBITB FORT WORTH ~ o.,., _____ _ DOEHO.XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON----------- BETWEEN THE HOURS OF _________ AND------- IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL: MR. AT __ =c---::=c:-=-.:~=-c--=,---- (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR.--------------AT-----.....,,.-------,-~-------- (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, Page 7 of7 CITY OF FORT WORTH Legacy Multifamily Stonndrain hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS City Project No. 102955 Revised August, 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised March 20, 2020 SECTION 01 45 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. Testing and inspection services procedures and coordination 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. a.Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a)Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A.Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a.When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a.Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City’s document management system, or another form of distribution approved by the City. Legacy Multifamily Stormdrain Improvements City Project No. 102955 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised March 20, 2020 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a)1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a)Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a)Distribute 3 hard copies to City’s Project Representative 4.Provide City’s Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a.Name of pit b. Date of delivery c.Material delivered B.Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 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 [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City’s document management system. Legacy Multifamily Stormdrain Improvements City Project No. 102955 00 61 25 -I OAP PROJECT RECORD DOCUMENTS Page I of4 1 SECTION 01 50 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART 1-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division O -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 3 0 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 3 5 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 3 7 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 41 CITY OF FORT WORTH Legacy Multifamily Stormdrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. 102955 Revised JULY I, 2011 00 61 25 -2 OAP PROJECT RECORD DOCUMENTS Page 2 of4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off-site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH Legacy Multifamily Stormdrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. 102955 Revised JULY I, 2011 00 61 25 -3 DAP PROJECT RECORD DOCUMENTS Page 3 of4 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 32 33 34 CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS City Project No. 102955RevisedJULY 1,2011 00 61 25 -4 OAP PROJECT RECORD DOCUMENTS Page 4 of4 1 1. Remove all temporary facilities and restore area after completion of the Work, 2 to a 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 8 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. 102955RevisedJULY 1,2011 00 61 25 -I DAP PROJECT RECORD DOCUMENTS Page 1 of3 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 O -Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 -General Requirements 15 3. Section 34 71 13 -Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. 39 CITY OF FORT WORTH Legacy Multifamily Stormdrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS [Insert Project Number] Revised July 1, 2011 00 61 25 -2 OAP PROJECT RECORD DOCUMENTS 1 2 3 1) Allow a minimum of 5 working days for permit review. Page 2 of3 4 2) Contractor's responsibility to coordinate review of Traffic Control plans for 5 Street Use Permit, such that construction is not delayed. 6 C. Modification to Approved Traffic Control 7 1. Prior to installation traffic control: 8 a. Submit revised traffic control plans to City Department Transportation and 9 Public Works Department. 10 1) Revise Traffic Control plans in accordance with Section 34 71 13. 11 2) Allow minimum 5 working days for review of revised Traffic Control. 12 3) It is the Contractor's responsibility to coordinate review of Traffic Control 13 plans for Street Use Permit, such that construction is not delayed. 14 D. Removal of Street Sign 15 1. If it is determined that a street sign must be removed for construction, then contact 16 City Transportation and Public Works Department, Signs and Markings Division to 17 remove the sign. 18 E. Temporary Signage 19 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 20 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 21 Devices (MUTCD). 22 2. Install temporary sign before the removal of permanent sign. 23 3. When construction is complete, to the extent that the permanent sign can be 24 reinstalled, contact the City Transportation and Public Works Department, Signs 25 and Markings Division, to reinstall the permanent sign. 26 F. Traffic Control Standards 27 1. Traffic Control Standards can be found on the City's Buzzsaw website. 28 1.5 SUBMITTALS [NOT USED] 29 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE [NOT USED] 33 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 34 1.11 FIELD [SITE] CONDITIONS [NOT USED] 35 1.12 WARRANTY [NOT USED] 36 PART 2-PRODUCTS [NOT USED] 37 PART 3-EXECUTION [NOT USED] 38 END OF SECTION CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised July I, 2011 I 2 DATE NAME Revision Log 00 61 25 -3 OAP PROJECT RECORD DOCUMENTS Page 3 of3 SUMMARY OF CHANGE CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised July I, 20 I I 00 61 25 -I OAP PROJECT RECORD DOCUMENTS Page I of3 1 SECTION 01 57 13 2 STORM WATER POLLUTION PREVENTION 3 PARTl-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 O -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 20 2. Construction Activities resulting in greater than 1 acre of disturbance 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 B. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 3 0 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 3 5 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. 38 CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. l02955Revised July I, 20 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1.5 00 61 25 -2 DAP PROJECT RECORD DOCUMENTS Page 2 of3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) 'TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. SUBMITTALS A. SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Legacy Multifamily Stonndrain hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS City Project No. 102955Revised July I, 2011 00 61 25 -3 DAP PROJECT RECORD DOCUMENTS Page 3 of3 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 15 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Legacy Multifamily Stormdrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. 102955Revised July 1, 2011 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised March 20, 2020 SECTION 01 60 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. References for Product Requirements and City Standard Products List 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 [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City’s website at: https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A.Only products specifically included on City’s Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B.Any specific product requirements in the Contract Documents supersede similar products included on the City’s Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City’s Standard Product List. C.Although a specific product is included on City’s Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer’s standard product. D.See Section 01 33 00 for submittal requirements of Product Data included on City’s Standard Product List. 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] Legacy Multifamily Stormdrain Improvements City Project No. 102955 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised March 20, 2020 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City’s Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City’s website. Legacy Multifamily Stormdrain Improvements City Project No. 102955 016600-1 OAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page I of4 1 SECTION 01 66 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PARTl-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 O -Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 -General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. 34 35 36 CITY OF FORT WORTH Legacy Multifamily Stormdrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. 102955 Revised Ap1il 7, 2014 016600-2 OAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off-site storage and protection when on-site storage is not adequate. 25 a. Provide addresses of and access to off-site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AW ARD ED PROJECTS City Project No. 102955 Revised April 7, 2014 016600-3 OAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2-PRODUCTS [NOT USED] 4 PART 3 -EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 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 31 32 CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS City Project No. 102955 Revised April 7, 2014 1 2 DATE NAME 4/7/2014 M.Domenech 016600-4 OAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of4 Revision Log SUMMARY OF CHANGE Revised for DAP application CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. 102955 Revised April 7, 2014 1 SECTION 01 74 23 2 CLEANING 3 PARTl-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 017423-1 DAP CLEANING Page I of4 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 O -Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 -General Requirements 13 3. Section 32 92 13 -Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AW ARD ED PROJECTS City Project No. 102955 Revised April 7, 2014 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART2-PR0DUCTS 017423-2 DAP CLEANING Page 2 of4 4 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 -EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR/ RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. 33 34 35 36 CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. !02955 Revised April 7, 2014 017423-3 OAP CLEANING Page 3 of4 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 pe1manent 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 bum 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 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 CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. 102955 Revised April 7, 2014 1 2 3 DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application 017423-4 OAP CLEANING Page 4 of4 CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS City Project No. 102955 Revised April 7, 2014 01 77 19 -I OAP CLOSEOUT REQUIREMENTS Page 1 of3 1 SECTION 01 77 19 2 CLOSEOUT REQUIREMENTS 3 PARTl-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 O -Bidding Requirements, Contract Forms and Conditions of the Contract 11 1. Division 1 -General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Legacy Multifamily Stormdrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. 102955 Revised April 7, 2014 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PAT 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: 01 77 19 2 DAP CLOSEOUT REQUIREMENTS Page 2 of3 10 1. Project Record Documents in accordance with Section O 1 78 3 9 11 2. Operation and Maintenance Data, if required, in accordance with Section O 1 78 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 017423. 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 3 5 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 3 8 equipment 39 D. Notice of Project Completion 40 CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AW ARD ED PROJECTS City Project No. 102955 Revised April 7, 2014 017719-3 OAP CLOSEOUT REQUIREMENTS Page 3 of3 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. Perfonnance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR/ RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Legacy Multifamily Stormdrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. !02955 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page I of5 1 SECTION 01 78 23 2 OPERATION AND MAINTENANCE DATA 3 PART I-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 Port Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division O -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 SUB MITT ALS 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 Yz 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 38 CITY OF FORT WORTH Legacy Multifamily Stormdrain Improvements ST AND ARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AW ARD ED PROJECTS City Project No. 102955 Revised April 7, 2014 017823 -2 OAP OPERATION AND MAINTENANCE DATA Page 2 of5 1 2 d. Drawings 3 1) Provide reinforced punched binder tab, bind in with text 4 2) Reduce larger drawings and fold to size of text pages. 5 e. Provide fly-leaf for each separate product, or each piece of operating 6 equipment. 7 1) Provide typed description of product, and major component parts of 8 equipment. 9 2) Provide indexed tabs. 10 f. Cover 11 1) Identify each volume with typed or printed title "OPERA TING AND 12 MAINTENANCE INSTRUCTIONS". 13 2) List: 14 a) Title of Project 15 b) Identity of separate structure as applicable 16 c) Identity of general subject matter covered in the manual 17 3. Binders 18 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 19 b. When multiple binders are used, correlate the data into related consistent 20 groupings. 21 4. If available, provide an electronic form of the O&M Manual. 22 B. Manual Content 23 1. Neatly typewritten table of contents for each volume, arranged in systematic order 24 a. Contractor, name ofresponsible principal, address and telephone number 25 b. A list of each product required to be included, indexed to content of the volume 26 c. List, with each product: 27 1) The name, address and telephone number of the subcontractor or installer 28 2) A list of each product required to be included, indexed to content of the 29 volume 30 3) Identify area of responsibility of each 31 4) Local source of supply for parts and replacement 32 d. Identify each product by product name and other identifying symbols as set 33 forth in Contract Documents. 34 2. Product Data 35 a. Include only those sheets which are pertinent to the specific product. 36 b. Annotate each sheet to: 3 7 1) Clearly identify specific product or part installed 38 2) Clearly identify data applicable to installation 39 3) Delete references to inapplicable information 40 3. Drawings 41 a. Supplement product data with drawings as necessary to clearly illustrate: 42 1) Relations of component parts of equipment and systems 43 2) Control and flow diagrams 44 b. Coordinate drawings with information in Project Record Documents to assure 45 correct illustration of completed installation. 46 c. Do not use Project Record Drawings as maintenance drawings. 47 4. Written text, as required to supplement product data for the particular installation: CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS City Project No. 102955 Revised April 7, 2014 017823 -3 OAP OPERATION AND MAINTENANCE DATA Page 3 of5 1 a. Organize in consistent format under separate headings for different procedures. 2 b. Provide logical sequence of instructions of each procedure. 3 5. Copy of each warranty, bond and service contract issued 4 a. Provide information sheet for City personnel giving: 5 1) Proper procedures in event of failure 6 2) Instances which might affect validity of warranties or bonds 7 C. Manual for Materials and Finishes 8 1. Submit 5 copies of complete manual in final form. 9 2. Content, for architectural products, applied materials and finishes: 10 a. Manufacturer's data, giving full information on products 11 1) Catalog number, size, composition 12 2) Color and texture designations 13 3) Information required for reordering special manufactured products 14 b. Instructions for care and maintenance 15 1) Manufacturer's recommendation for types of cleaning agents and methods 16 2) Cautions against cleaning agents and methods which are detrimental to 17 product 18 3) Recommended schedule for cleaning and maintenance 19 3. Content, for moisture protection and weather exposure products: 20 a. Manufacturer's data, giving full information on products 21 1) Applicable standards 22 2) Chemical composition 23 3) Details of installation 24 b. Instructions for inspection, maintenance and repair 25 D. Manual for Equipment and Systems 26 1. Submit 5 copies of complete manual in final form. 27 2. Content, for each unit of equipment and system, as appropriate: 28 a. Description of unit and component parts 29 1) Function, normal operating characteristics and limiting conditions 30 2) Performance curves, engineering data and tests 31 3) Complete nomenclature and commercial number of replaceable parts 32 b. Operating procedures 33 1) Start-up, break-in, routine and normal operating instructions 34 2) Regulation, control, stopping, shut-down and emergency instructions 35 3) Summer and winter operating instructions 36 4) Special operating instructions 3 7 c. Maintenance procedures 38 1) Routine operations 39 2) Guide to "trouble shooting" 40 3) Disassembly, repair and reassembly 41 4) Alignment, adjusting and checking 42 d. Servicing and lubrication schedule 43 1) List oflubricants required 44 e. Manufacturer's printed operating and maintenance instructions 45 f. Description of sequence of operation by control manufacturer 46 1) Predicted life of parts subject to wear 47 2) Items recommended to be stocked as spare parts CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS City Project No. 102955 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 1.7 1.8 1.9 017823 -4 OAP OPERATION AND MAINTENANCE DAT A Page 4 of5 g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams 1. Charts of valve tag numbers, with location and function of each valve J. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. CLOSEOUT SUBMITTALS [NOT USED] MAINTENANCE MATERIAL SUBMITTALS [NOT USED] QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. 102955 Revised April 7, 2014 017823-5 DAP OPERATION AND MAINTENANCE DATA Page 5 of5 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 CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. 102955 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 017839-1 OAP PROJECT RECORD DOCUMENTS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: SECTION 01 78 39 PROJECT RECORD DOCUMENTS Page 1 of4 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports 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 O -Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 -General Requirements 1.3 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 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 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 A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. 102955 Revised Aplil 7, 2014 0 I 78 39 -2 OAP PROJECT RECORD DOCUMENTS Page 2 of4 1 3. To facilitate accuracy ofrecords, 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 INST ALLERS [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". 36 37 38 CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. 102955 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 B. 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH Legacy Multifamily Stonndrain hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS City Project No. 102955 Revised April 7, 2014 01 78 39 -4 OAP PROJECT RECORD DOCUMENTS Page 4 of4 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 24 25 26 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH Legacy Multifamily Stonndrain Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AW ARD ED PROJECTS City Project No. 102955 Revised April 7, 2014 GC 4. 0 l Availability of Lands GC-4.02 Subsurface and Physical Conditions GC 4.04 Underground Faoilities NONE APPENDIX GC 4 .06 Hazardous Environmental Condition at Site NONE GC-6.07 Wage Rates GC 6.09 Pennits and Utilities NONE GC 6.24 Nondisorimination NONE GR O 1 60 00 Produot Requirements CFW Standard Products List CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 20 I I Legacy Multifamily Stormdrain Improvements City Project No.xxxxx GC-4.02 Subsurface and Physical Conditions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 20 l l Legacy Multifamily Stormdrain Improvements City Project No.xxxxx GEOTECHNICAL ENGINEERING SERVICES REPORT For the proposed Legacy Riverside Multifamily 8101 N Riverside Drive Fort Worth, Texas Prepared for Legacy Multifamily Development 7001 Preston Road , Suite 200 Dallas , Te xas 75205 Prepared by Professional Service Industries, Inc. 310 Regal Row, Suite 500 Dallas, Te xas 75247 Telephone (214) 330-9211 PSI Project No. 03421912 May 21 , 2020 in t e rte k • I 1nt<?rt<?k May 21, 2020 Legacy Multifamily Development 7001 Preston Road, Suite 200 Dallas, Te xas 75205 Attn: Mr. Jack Traeger Phone: (214) 244-4725 Email : jackt@legacymultifamily.net Re: Geotechnical Engineering Services Report Proposed Legacy Riverside Multifamily 8101 N Riverside Drive Fort Worth, Texas PSI Project No.: 03421912 Dear Mr. Traeger : Professional Service Industries, Inc. (lntertek-PSI) is pleased to provide this Geotechnical Engineering Services Report for the proposed multifamily development at 8101 N Riverside Drive in Fort Worth, Te xas . This report includes the results of field and laboratory testing, and recommendations for the building foundations and subgrade preparation recommendations . Also included are associated parking and drive area pavement recommendations and general site development. PSI appreciates the opportunity to perform this geotechnical study and looks forward to continued participation during the design and construction phases of this project. If you have any questions pertaining to this report, or if PSI may be of further service, please contact our office at 214-330-9211 . PSI also has great interest in providing materials testing and inspection services during the construction of this project. If you will advise us of the appropriate time to discuss these services, we will be pleased to meet at your convenience. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. (Registered Engineering Firm Certification: F-3307) Richard Christensen , P.E. Project Manager K. Mohan Vennalaganti, P.E. Chief Engineer @ 1nt<?rt<?k TABLE OF CONTENTS Page No. 1.0 PROJECT INFORMATION .............................................................................................. 1 1.1 Project Authorization ......................................................................................................... 1 1.2 Project Description ............................................................................................................ 1 1.3 Purpose and Scope of Services .......................................................................................... 2 2.0 SITE AND SUBSURFACE CONDITIONS ........................................................................... 4 2.1 Site Location and Description ............................................................................................ 4 2.2 Field Exploration ................................................................................................................ 4 2.3 Laboratory Testing ............................................................................................................. 5 2.4 Site Geology ...................................................................................................................... 6 2.5 Subsurface Conditions ....................................................................................................... 6 2.6 Groundwater Information .................................................................................................. 6 3.0 EVALUATION AND RECOMMENDATIONS ..................................................................... 8 3.1 Soil Shrink-Swell Potential .................................................................................................. 8 3 .2 Geotechnical Discussion .................................................................................................... 8 3 .3 Site Preparation and Fill Materials ..................................................................................... 9 3.4 Foundation Recommendations ........................................................................................ 12 3.5 Seismic Design ................................................................................................................. 14 4.0 PAVEMENT RECOMMENDATIONS .............................................................................. 15 4 .1 Subgrade Soil Preparation ................................................................................................ 15 4.2 Pavement Section ............................................................................................................ 15 5.0 CONSTRUCTION CONSIDERATIONS ............................................................................ 18 5 .1 Construction Considerations ............................................................................................ 18 5.2 Construction Materials Testing ........................................................................................ 19 5 .3 Moisture Sensitive Soils/Weather Related Concerns ....................................................... 19 5.4 Drainage and Groundwater Concerns .............................................................................. 19 5.5 Excavations ............... · ..................................................................................................... 19 6.0 REPORT LIMITATIONS ................................................................................................ 21 APPENDIX Site Vicinity Map Aerial Plan with Boring Location Boring Location Plan Boring Logs Key to Terms and Symbols Used on Logs Hydrometer Results @. @ Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Texas May 21, 2020 Page 1 1.0 PROJECT INFORMATION 1.1 Project Authorization Professional Service Industries, Inc . (PSI), an lntertek Company, has completed the geotechnical exploration for Phase I of the proposed the Legacy Riverside Multifamily development to be located on 8101 N Riverside Drive in Fort Worth, Texas. Mr. Jack Traeger with Legacy Multifamily Development, LLC authorized this geotechnical engineering study on March 24, 2020 through signature of PSl's Proposal Acceptance. The project scope was performed in general accordance with PSI proposal number 0342-304415 dated March 2, 2020. 1.2 Project Description Project information provided to lntertek-PSI included the Phase I Civil Plan Set dated December 20, 2019 and a brief project description. Based on the information provided, the proposed development consists of the following: • Seven, three-story apartment buildings; • A single-story club house building with pool; and • Surface level parking and driveways Based on civil plans provided for the Phase I, the site grades generally range from EL +660 to EL +670 feet. Finished Floor Elevations of proposed apartment buildings and anticipated cuts and fills for each building are summarized in Table 1.1. Figure 2 in the Appendix Section shows the layout of the buildings as they will be referred to in this report . Table 1.1: Site Grading Summary Building Reference Existing Site Grade Proposed Finished Floor Anticipated Cut/Fill Elevations, feet Elevation, feet Thicknesses• Building 1 +665 to +669 +665.5 0 to 4 feet cut Building 2 +670 to +672 +666.75 4 to 6 feet cut Building 3 +667 to +670 +666.50 1 to 4 feet cut Building 4 +664 to +669 +665.75 4 foot cut to 1 foot fill Building 5 +662 to +663 +663.75 1 to 2 feet fill Building 6 +662 to +664 +663.75 1 foot cut to 2 feet fill Building 7 +661 to +663 +663.75 1 to 2 feet fill Club House +667 to +665 +665.50 2 -foot fill *Note: Anticipated cut/fill thickness are based on grading plan provided. www.intertek.com/building @ Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Texas May 21, 2020 Page 2 Structural information including anticipated loads and acceptable foundation movements were not provided to PSI at the time of this report. This report assumes that the wood-framed apartment building will be supported on a PTI Post-Tensioned Slab-on-Grade foundation system. The maximum anticipated wall loads for the three-story wood-frame apartment building is on the order of 3 to 4 kips per linear foot. For proposed pavement, PSI anticipates that traffic loads will be produced primarily by passenger vehicles, occasional delivery semi-trucks, and occasional garbage trucks. It is anticipated that both concrete and asphalt pavements will be considered for this project. Based on the available aerial information, the site is an approximately 10.8-acre, undeveloped parcel. The site is undeveloped land with some grass and trees. The site slopes from north to south from about EL. +670 to EL +660. The geotechnical recommendations presented in this report are based on the available project information, site location, laboratory testing, and the subsurface materials described in this report. If any of the noted information is incorrect, please inform PSI in writing so that we may amend the recommendations presented in this report if appropriate and if desired by the client. PSI will not be responsible for the implementation of its recommendations when it is not notified of changes in the project. 1.3 Purpose and Scope of Services The purpose of this study was to explore the subsurface conditions at the site and to provide geotechnical evaluation recommendations for the proposed Phase construction. The scope of work for this project included drilling 19 borings extending to a depth of approximately 6 to 25 feet below the existing grade. The scope also included performing laboratory testing and preparing this geotechnical report containing geotechnical recommendations. This report briefly outlines the testing procedures, presents available project information, describes the site and subsurface conditions, and presents recommendations regarding the following: • Site preparation recommendations; • Estimated potential soil movements associated with shrinking and swelling soils and methods to reduce these movements to more tolerable levels; • Foundation types, depths, allowable bearing capacities, and estimates of potential movements for the proposed buildings; • General pavement section design criteria and pavement subgrade preparation; • Definition of the seismic site class using the International Building Code; • Comments regarding factors that may impact construction and performance of the proposed construction. The scope of services did not include an environmental assessment for determining the presence or absence of wetlands, or hazardous or toxic materials in the soil, bedrock, surface water, groundwater, or air on or below, or around this site. Any statements in this report or on the boring logs regarding odors, colors, and unusual or suspicious items or conditions are strictly for informational purposes. Environmental drilling and analytical testing of soils and groundwater samples is beyond the scope of services. A geologic fault study to evaluate the www.intertek.com/building @ Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Texas May 21, 2020 Page 3 possibility of surface faulting at this site was beyond the scope of this investigation. Should you desire a detailed fault study, please contact PSI. www.intertek.com/building @ Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Texas May 21, 2020 Page 4 2.0 SITE AND SUBSURFACE CONDITIONS 2.1 Site Location and Description The project site is located on the east side of Riverside Drive at 8101 N Riverside Drive in Fort Worth, Te xas . Based on visual observations at the time of drilling the site is undeveloped and mostly plowed field. The track mounted drill rig experienced no difficulties in accessing the boring locations. 2.2 Field Exploration Subsurface conditions at the site were explored by drilling 19 borings at the approximate locations shown on the Boring Location Plan included in the Appendix. The borings were located in the field by PSI personnel using GPS coordinates obtained from Google Earth . The boring location information is included in Table 2.1 below. Table 2.1: Boring Location Information Elevat ion 1°l Depth GPS Coord inates!AI Boring Number Boring Location (feet) (feet) Lat itude Longitude B-01 Building 1 669 25 32.88693 -97.30678 B-02 Building 1 666 25 32 .88725 -97 .3066 B-03 Building 2 670 25 32 .8871 -97 .3062 B-04 Building 2 672 25 32.88725 -97.30571 B-05 Building 3 667 25 32 .88709 -97 .305 24 B-06 Building 3 667 25 32 .88725 -97 .30472 B-07 Club House 666 25 32.8867 -97.30632 B-08 Pool/Patio 667 25 32 .88678 -97.30601 B-09 Building 4 668 25 32 .88694 -97.30566 B-10 Building 4 665 25 32.8866 -97 .30565 B-11 Building 7 662 25 32.88635 -97.3067 B-12 Building 7 661 25 32.88603 -97.30665 B-13 Building 6 663 25 32 .886617 -97.30614 B-14 Building 6 662 25 32 .88607 -97.30565 B-15 Building 5 662 25 32.88611 -97.30523 B-16 Building 5 663 25 32 .88611 -97.30475 B-17 Pavement/ Driveway 664 10 32 .88673 -97 .30673 www.intertek .com/building @ Elevation(BI Boring Number Boring Location {feet) B-18 Pavement/ Driveway 663 B-19 Pavement/ Driveway 666 Note: (A) GPS coordinates are ba se d on handheld GPS unit. (B) El eva tion s are estimated from the site grading plan provid ed to PSI. Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Texas May 21, 2020 Page 5 Depth GPS Coordinates(AI {feet) Latitude Longitude 10 32 .88637 -97.30541 10 32.8868 -97.30451 The borings were drilled and sampled in general accordance with ASTM standards . Drilling equipment utilized for this project included track-mounted rotary drilling equipment with appropriate support vehicles . The borings were drilled using continuous flight auger drilling techniques. The borings were sampled continuously to a depth of ten-feet and at five-foot intervals thereafter. Soil formations were sampled using a three-inch outer-diameter seamless steel tube sampler {ASTM D 1587) and a two-inch outer-diameter split barrel sampler (ASTM D 1586). A hand penetrometer was used as an aid in evaluating the relative shear strength of the soils encountered during drilling. The hand penetrometer readings are shown on the boring logs at the corresponding sample depths . Rock formations were tested at five-foot intervals using Texas Cone Penetrometer in general accordance with TEX-132 E. Groundwater level measurements were recorded at boring locations during the field operations and were noted on the boring logs. The borings were backfilled with soil cuttings after the drilling operations were completed. The subsurface conditions during drilling were monitored, logged and visually classified in the field by a geotechnical technician. Field notes were maintained for soil types and description, water levels, changes in subsurface conditions, and drilling conditions . After completion of field activities, the samples were transported to the laboratory in general accordance with ASTM D 4220. The soil samples were sealed in plastic bags and placed in secured containers prior to being transported to the geotechnical laboratory. Boring logs, which include soil descriptions, water level information, laboratory test data, stratifications, classifications based on the ASTM D 2487 and D2488, and sample types and depths are included in the Appendix. A key to descriptive terms and symbols used on the boring logs is also presented in the Appendi x. 2.3 Laboratory Testing Laboratory testing of soils was performed in general accordance with applicable ASTM or industry standard procedures. The laboratory testing program was established so that the engineering design parameters produced from the tests are appropriate for use in the engineering analyses and in support of the conclusions and recommendations . The geotechnical laboratory testing included the following tests : 1. Classification 2. Moisture Content 3. Atterberg Limits www.intertek.com/building @ Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Texas May 21, 2020 Page 6 4. Percent Soil Particles Finer than No . 200 Sieve 5 . Unconfined Compression Test on Soil The samples not tested in the laboratory will be stored for a period of 60 days subsequent to submittal of this report and will be discarded after this period , unless other arrangements are made prior to the disposal period. 2.4 Site Geology As shown on the Dallas Sheet of the Geologic Atlas of Texas, the site is located in an area where Pawpaw Formation, Weno Limestone, and Denton Clay, undivided (Kpd) is at or near the ground surface. At this location, the formation has fat, expansive clay soils overlaying shale. 2.5 Subsurface Conditions The subsurface conditions identified at the boring locations are shown on the boring logs included in Appendix of this report. A key to terms and symbols used on the logs is also included in Appendix. Based on the subsurface conditions identified by the exploratory borings, the generalized subsurface profile is presented in Tables 2.5. Table 2.2: Generalized Subsurface Profile Stratum Depth Description (feet) I 0 to 18 Fat Clay (CH), dark brown to brown to light brown II 13 to 25 Shale/Clay-Shale, hard, gray The below above description is of a generalized nature to highlight the major subsurface stratification features and material characteristics . The boring logs included in the Appendix should be reviewed for specific information at individual boring locations . These records include soil descriptions, stratification, locations of the samples, and laboratory test data . The stratification shown on the boring logs represent the conditions only at the actual boring locations . Variations may occur and should be expected across the site . The stratification represents the approximate boundary between subsurface materials and the actual transition may be gradual. Water level information obtained during field operations is also shown on the boring logs. 2.6 Groundwater Information The initial water levels were measured in the open boreholes during drilling and attempts were made to measure final water levels. Details of the groundwater conditions are summarized in Table 2.6. www .intertek.com/building @ Boring Number B-01 B-02 B-03 B-04 B-05 B-06 B-07 B-08 B-09 B-10 B-11 B-12 B-13 B-14 B-15 B-16 B-17 B-18 B-19 Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Te xas May 21, 2020 Page 7 Table 2.3: Summary of Groundwater Conditions Boring Depth Measured Groundwater Levels (Feet) During Drilling At Completion 25 Not Encountered Dry 25 Not Encountered Dry 25 Not Encountered Dry 25 Not Encountered Dry 25 Not Encountered Dry 25 Not Encountered Dry 25 Not Encountered Dry 25 Not Encountered Dry 25 Not Encountered Dry 25 Not Encountered Dry 25 Not Encountered Dry 25 Not Encountered Dry 25 Not Encountered Dry 25 Not Encountered Dry 25 Not Encountered Dry 25 Not Encountered Dry 6 Not Encountered Dry 6 Not Encountered Dry 6 Not Encountered Dry Groundwater levels fluctuate seasonally as a function of rainfall , proximity to creeks, rivers and lakes, the infiltration rate of the soil, seasonal and climatic variations and land usage . Water seepage will largely depend on the permeability of the soils. If more detailed water level information is required, observation wells or piezometers could be installed at the site, and water levels could be monitored. The groundwater levels presented in this report are the levels that were measured at the time of our field activities. It is recommended that the contractor determine the actual groundwater levels at the site at the time of the construction activities to determine the impact, if any, on the construction procedures. www.intertek.com/building @ Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Texas May 21, 2020 Page 8 3.0 EVALUATION AND RECOMMENDATIONS 3.1 Soil Shrink-Swell Potential The results of laboratory plasticity tests indicate that high to very high plasticity clay soils are present at this site. The soils tend to swell when soil moisture increases and shrink when the soil moisture decreases. The amount of potential soil movement due to shrinking and swelling with soil moisture variations is represented or indicated by Potential Vertical Rise {PVR). In designing the soil-supported structures, the structural/civil engineer should take movements associated with shrinking-swelling soils into account. PVR estimates are based on an assumed depth known as the "Active Depth" to which the soil moisture variations could occur due to seasonal variations. It is noted that the active depth assumed herein may not represent the moisture variations that can occur at greater depths due to the presence of large tree root systems that could desiccate the soils, the presence of other heating units, or soil wetting due to pipe leaks, poor drainage, etc. It is very difficult to predict the moisture variations under the structure during its service life. Therefore, the PVR estimates provided herein should be considered approximate probable estimates based on industry standard practice and experience, and the movements predicted herein should not be construed as absolute values that could occur in the field. Using the Texas Department ofTransportation (TXDOT) TEX-124-E method for dry soils, the estimated PVR values can be on the order of 2Yi to 4Yi inches. Poor drainage and water infiltration into the foundation soils can be detrimental to the ground supported structures. Excessive wetting of soil (due to accumulation of water), or, excessive drying (due to the presence large trees, etc) could possibly result in greater PVR values than those estimated herein. It is recommended that the moisture-related problems be corrected immediately. It is important to help reduce the possibility of moisture changes by following the precautions shown below: 1. Direct surface runoff away from structures by sloping the subgrade away from the floor slabs. 2. Extend paving or other impervious coverings, such as sidewalks, to the slab edge. 3. Extend roof drain downspouts so that the discharge is at least 5 feet from the slab. 4. Avoid placing trees or shrubs adjacent to slab. 5. Avoid excessive drying of soil around the slab. 3.2 Geotechnical Discussion It is anticipated that post-tensioned slab-on-grade foundations will be considered to support the proposed apartment buildings. For any ground supported structures, it will be necessary to perform modifications to the subgrade to reduce the potential movements associated with shrinking and swelling soils to acceptable levels and to provide uniform support to the floor slab. If movements of about 1 inch cannot be tolerated PSI should be contacted for alternative foundation options. The recommendations presented in this report have been developed based on the previously described project characteristics and subsurface conditions encountered. If there are any changes in these project criteria, including changes to the building locations, a review must be made by PSI to determine if any modifications in the recommendations will be required. The findings of such a review should be presented www.intertek.com/building @ Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Texas May 21, 2020 Page 9 in a supplemental report. After final design plans and specifications are available, a general review by PSI is recommended as a means to check that the conditions based on the project description are correct and that the earthwork and foundation recommendations are properly interpreted and implemented. 3.3 Site Preparation and Fill Materials 3.3.1 General Site Preparation: It is recommended that the topsoil, organic material, exi sting roots, any fill materials and other miscellaneou s debris be removed from the structural areas. A PSI representative should determine the actual depth of removal at the time of con struction . After stripping of deleterious materials, the site should be excavated to the desired grade. Desired grade will depend on building or surface pavement finished grade elevations and any subgrade modifications as discussed below in this section and in Section 4 .1 Pavement Subgrade Preparation . Proof-rolling shall be performed in accordance with Item 216 of Te xa s Department of Transportation (Tx DOT), Standard specification for construction of highways, streets and bridges (TxDOT Spec) or equivalent procedure. Soils that are observed to rut or deflect excessively under the moving load should be undercut and replaced with properly compacted fill materials. A PSI representative should witness the proof-rolling and undercutting activities. It is advisable to perform the earthwork activities during a period of dry weather. The proof rolled subgrade shall be scarified to a depth of 6-inches and compacted to the Common Fill compaction specifications as shown in Table 3.5. After the completion of proof-rolling and undercutting activities, necessary fill placement may commence. 3.3.2 Foundation Pad Preparation: A ground supported slab can be constructed provided the movements ass ociated with shrinking and swelling soils are reduced to a tolerable level and the owner understands the risk associated with such movements . Typically, it is the industry practice to consider one-inch soil movement as the tolerable level. In order to reduce the soil movements, it has been the industry practice to provide an engineered soil layers below the ground supported slab system. The following options for Site Preparation are provided to reduce the soil movements. Option 1: Building Pad Preparation with Select Fill To reduce the movements associated with shrink/swell soils and provide uniform support to the floor slab system, it is recommended that low-expansive select fill should be placed below the floor slab . Tables 3 .1 and 3.2 provide select fill depths and thicknesses for Buildings 1, 2, 3, 4, 5, 6, 7, and Club House, respectively. Table 3.1: Select Fill Recommendations -Buildings 1, 2, 3, 4, 7, Club House PVR Material Type Layer Thickness Depth Below Finished Grade<•> (feet) 1-inch Select Fill 5 +Oto -5 feet Note(s): (a) Finished Grade Elevation {FGE) is assumed to be at +O feet. www.intertek.com/building @ PVR 1-inch Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth , Texas May 21, 2020 Page 10 Table 3.2: Select Fill Recommendations -Buildings 5 and 6 Material Type Layer Thickness Depth Below Finished Gradel•! (feet) (feet) Select Fill 8 +Oto -8 Note(s): (a) Finished Grade Elevation (FGE) is assumed to be at +O fe et. The select fill should be placed within the plan area of the structure and to a distance of at least 5 feet beyond the perimeter of the structure and include building entrances and flatwork sensitive to movements. Plasticity and compaction requirements for the select fill are provided in Section 3.3 .4. Option 2: Building Pad Preparation with Moisture Conditioning For this option, in order to reduce the PVR and provide uniform support to the floor slab system, the engineered soil layers are given in Table 3.3 and Table 3.4. Table 3.3: Moisture Condition Clay Recommendations -Buildings 1, 2, 3, 4, 7, Club House Layer Thickness Depth Below Finished PVR Material Type Gradel•! (feet) (feet) Select Fill or Fle x ible Base Cap 1 +Oto -1 1-inch Moisture Conditioned Clay Fill 6 -1 to -7 Note(s): (a) Finished Grade Elevation (FGE) is assumed to be at +O feet. Table 3.4: Moisture Condition Clay Recommendations -Buildings 5 and 6 Layer Thickness Depth Below Finished PVR Material Type Gradel•! (feet) (feet) Select Fill or Fle xible Base Cap 1 +Oto -1 1-inch Moisture Conditioned Clay Fill 9 -1 to -10 Note(s): (a) Finished Grade Elevation (FGE) is ass umed to be at +O feet. The moisture conditioned soil should be placed within the plan area of the structure and to a distance of at least five feet beyond the perimeter of the structure and include building entrances and flatwork sensitive to movements . Requirements for moisture conditioned clay fill are provided in Section 3.3.3 . For this option, moisture levels must be maintained throughout the life of the project. It is noted that if the moisture conditioned clay dries there is possibility for shrinking movements to occur. Keeping the soils moist can be accomplished by the addition of landscape irrigation and construction of impermeable surfaces such as the floor and site paving to limit moisture loss . Larger vegetation should be placed at least the mature height of the vegetation away from the structure to limit the impact of the root system on the soils supporting the floor slab . www.intertek.com/building @ 3.3.3 Sidewalk and Flatwork Preparation Recommendations Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Texas May 21, 2020 Page 11 Typically, sidewalk or cast-in-place flat work is performed using minimal subgrade preparation as these structures are assumed to tolerate the movement associated with shrinking and swelling soil. If the sidewalk or cast-in-place flat work moves over the period of time, they typically are maintained through removal and replacement of portion of the sidewalk or flat work that moves. As a minimum, at least 6-inches of compacted select fill should be placed below the sidewalk or flat work. However, it should be realized that areas prepared as such could move as much as the natural site PVR (2Yi to 4Yi inches). The grades around the soil should be properly sloped such that water freely drains away from the sidewalk. If the movements associated with shrinking and swelling soil are to be reduced for flatwork such as pool/patio areas, it is recommended that either low-expansive select fill or moisture conditioned clay fill should be placed below these structures. In order to reduce potential movements associated with shrink/swell soils to approximately 1-inch, Option 1 or Option 2 of building pad preparation, as provided in Section 3.3.2 should be performed within the areas of flatwork sensitive to movements. The prepared subgrade should be placed within the plan area of the flatwork and to a distance of at least 3 feet beyond the perimeter of the structure. Plasticity and compaction requirements for the select fill are provided in Section 3.3.4 Site Preparation and Fill Materials of this report. 3.3.4 Fill Materials: Fill materials should be free of organics, miscellaneous debris and of particles greater than 3 inches. If water must be added, it should be uniformly applied and thoroughly mixed into the soil by disking or scarifying. Care should be taken to apply compaction throughout the fill areas. The moisture content and degree of compaction of the fill should be maintained until the construction of structures. Each lift of fill should be tested by a representative of the geotechnical engineer prior to placement of subsequent lifts. Lift thicknesses and compaction requirements are shown in Table 3.5 Compaction Specifications. Common Fill: Common fill may consist of on-site or imported materials. Imported common fill should be cohesive soils with a plasticity index of less than 40, free of organics {including roots, tree trunks, and limbs) and miscellaneous debris and have a particle size of 3 inches or less. The first layer of common fill materials should be placed in a relatively uniform horizontal lift and be adequately keyed into the prepared subgrade soils. Common fill should be placed in maximum 8-inch loose lifts and compacted to the specifications as shown in Table 3.5. Moisture Conditioned Clay Fill: Moisture conditioned fill is on-site soil or imported cohesive soil (common fill) that is pre-swelled by mechanically mixing water during the compaction process which is also referred as Moisture Treated Subgrade {MTS). The first layer of moisture conditioned fill should be placed in a relatively uniform horizontal lift and be adequately keyed into the prepared subgrade soils. Moisture Conditioned Fill shall have a clay lump size of less than 2-inches. Moisture Conditioned Fill should be placed and compacted to the specifications as shown in as shown in Table 3.5. Select Fill: Select fill materials shall be sandy lean clay or lean clay {CL) soils that have a liquid limit not greater than 35 and a plasticity index between 8 and 18. Clayey Sand (SC) soils that meet the above plasticity requirements and have a percent passing no. 200 greater than 40% may be used as select fill. Select fill should be placed and compacted to the specifications as mentioned in Table 3.5. www.intertek.com/building @ Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Texas May 21, 2020 Page 12 Flexible Base: Flexible base materials should meet TxDOT Item 247 Type A and D Grade 1 or 2 . Recycled concrete can be used. Flexible base should be placed and compacted to the specifications as mentioned in Table 3.5. Lime Treated Soils : The lime treated soils are soils that are treated with 6 to 8% of lime expressed as percent of the dry weight of the soil to be treated. In order to determine the percentage of lime addition, lime series testing should be performed in accordance with ASTM D6276 or TxDOT test method TEX-121- E, Part Ill (pH-Series). In addition, the soils should be checked for sulfates (TEX-145-E) prior to the use of lime. Lime treatment should be performed in accordance with the applicable provisions of Item 260 of the Tx DOT Specification. Lime Treated soils can be used as Select Fill materials . Lime treated soil should be placed and compacted to the specifications as shown in Table 3.5. According to Item 260 of Tx DOT specification, during construction sulfate content testing must be performed . If the sulfate results are found to be greater than 7,000 ppm, lime stabilization shall not be performed. For sulfate results between 3,000 ppm and 7,000 ppm, longer mellowing periods should be followed as per TxDOT Item 260 (2014) specification. Table 3.5: Compaction Specifications Min imum Percent of Range of Compaction Fill Type Loose Lift Maximum Dry Moisture From Proctor Test Thickness Optimum Moisture Method Density (MOD) Content (OMC) Common Fill/ On-Site Soil 8inches 95 or greater 0% to +4% ASTM D 698 Moisture Conditioned 8inches 93 or greater +3% or greater ASTM D 698 Clay Fill Select Fill 8inches 95 or greater 0%to +4% ASTM D 698 Flexible Base 8inches 95 or greater -2% to +2% ASTM D 698 Lime Treated Soils 8inches 95 or greater +0% to +4% ASTM D 698 3.4 Foundation Recommendations The proposed wood-frame apartment buildings can be supported on a PTI Slabs-on-Ground foundation system, provided that some differential movement can be tolerated and provided the recommended subgrade preparation activities are performed. Shallow foundations should be placed at least two feet below the finished grade on properly compacted structural fill soils and can be designed for a net allowable bearing pressure of 2,400 psf for dead load plus live loads, and 1,600 psf for dead plus sustained live loads, whichever results in a larger bearing area . Stiffened slab-on-grade foundation system may be designed using the Third Edition of the Post-Tensioning Institute (PTl)1 "Design of Post-Tensioned Slabs-on-Ground" and the Volflo 1.5 design software . PTI design 1 Post-Tensioning In stitute (PT/ DC 10.1-08}-Design of Post-Te nsion e d Slobs-on-Ground, by the Post-Tensioning Institute, Third Edition 2004 www.intertek.com/building @ Project Number: 0342191 2 Legacy Riverside Multifamily, Fort Worth, Te xas May 21, 2020 Page 13 parameters were developed and are presented in the Tables 3.6 and 3.7 . The design values correspond to different building pad earthwork recommendations as well as corresponding PVR estimates . Table 3.6: PTI Design Parameters for Buildings 1, 2, 3, 4, 7, Club House PTI Slab Subgrade Preparation Center Lift Edge Lift (See Section 3.3.2 Foundation Pad PVR Preparation) (inches) Em (feet) Ym (In) Em (feet) Ym (in) Option 1: Select Fill 1 8.3 -1.00 4.2 1.35 Option 2 : Moisture Conditioned Clay 1 6.7 -1.18 3.6 1.65 Table 3.7: PTI Design Parameters for Buildings 5, 6 PTI Slab Subgrade Preparation Center Lift Edge Lift (See Section 3.3.2 Foundation Pad PVR Preparation) (Inches) Em (feet) Ym(in) Em (feet) Ym (In) Option 1 : Select Fill 1 8.7 -1.00 4.5 1.20 Option 2: Moisture Conditioned Clay 1 5 .8 -1.32 3 .5 1.90 The grade beams should have a minimum width of 10 inches even if the actual bearing pressure is less than the design value. The perimeter grade beams should bear at least 24 inches below adjacent surface grades (i.e . bottoms of beams and pads should bear at lea st 24 inches below the adjacent ground surface). If soft or loose soils are encountered at the design bearing level, they should be undercut to stiff or dense soils and the excavation back-filled with concrete. The base adhesion/frictional resistance and the pa ssive soil resistance will resist the horizontal loads on shallow foundation s. For a footing cast against natural clay soil or compacted soil, the adhesion/frictional re sistance and the passive soil resistance values for both transient and sustained loading conditions are given herein . For transient loading conditions, an ultimate base adhesion resistance of 440 psf and an ultimate passive resistance of 1,600 psf can be used. For sustained loading conditions, a frictional co- efficient of 0 .36 and an ultimate passive resistance of 240 psf per foot depth is recommended. A factor of safety of 2.0 is recommended to arrive at the allowable values . Passive resistance from the upper two feet of soil should be neglected . Also, the passive resistance of any un-compacted fill material should be neglected. www.intertek.com/building @ Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Texas May 21, 2020 Page 14 The uplift resistance of a shallow foundation formed in an open excavation will be limited to the weight of the foundation concrete and the soil above it. For design purposes, the ultimate uplift resistance should be based on effective unit weights of 120 and 150 pcf for soil and concrete, respectively. This value should then be reduced by an appropriate factor of safety to arrive at the allowable uplift load. If there is a chance of submergence, the buoyant unit weights should be used. The foundation excavations should be observed by a representative of PSI prior to steel or concrete placement to assess that the foundation materials are capable of supporting the design loads and are consistent with the materials discussed in this report. Soft or loose soil zones encountered at the bottom of the grade beam excavations should be removed and replaced with properly compacted fill as directed by the geotechnical engineer. After opening, grade beam excavations should be observed, and concrete placed as quickly as possible to avoid exposure of the grade beam bottoms to wetting and drying. Surface run-off water should be drained away from the excavations and not be allowed to pond. If possible, the foundation concrete should be placed during the same day the excavation is made. If it is required that grade beam excavations be left open for more than one day, they should be protected to reduce evaporation or entry of moisture. An allowable net bearing pressure of 600 psf can be used for slab-on-grade bearing on compacted select fill. A vapor retarder such as polyethylene sheeting should be provided directly beneath the ground supported slab. Adequate construction joints and reinforcement should be provided to reduce the potential for cracking of the floor slab due to differential movement. 3.5 Seismic Design The International Building Code (IBC) was used in this report. As part of this code, the design of structures must consider dynamic forces resulting from seismic events. These forces are dependent upon the magnitude of the earthquake event, as well as, the properties of the soils that underlie the site. Part of the IBC code procedure to evaluate seismic forces requires the evaluation of the Seismic Site Class, which categorizes the site based upon the characteristics of the subsurface profile within the upper 100 feet of the ground surface. To define the Seismic Site Class for this project, we have interpreted the results of our test borings drilled within the project site and estimated appropriate soil properties below the base of the borings, as permitted by the code. The estimated soil properties were based upon data available in published geologic reports as well as our experience with subsurface conditions in the general site area. Based upon the evaluation, the subsurface conditions within the site are consistent with the characteristics of the Seismic Site Class Das defined in the building code. www.intertek.com/building @ 4.1 Subgrade Soil Preparation Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Texas May 21, 2020 Page 15 4.0 PAVEMENT RECOMMENDATIONS Pavement placed directly on expansive clay soils could experience movements. Therefore, based on subsurface soil information, PSI recommends that at least the upper 8 inches of these clays be lime stabilized. Lime treatment should extend at least one foot outside the perimeter of the pavement. Lime treatment of subgrade soils is described in Site Preparation and Fill Materials Section 3.3. In lieu of 8 inches of lime stabilization, 12 inches of select fill can be provided below the pavement materials. As an alternative to preparing the subgrade, the design pavement thickness of rigid pavement can be increased by 1-inch in addition to the recommended pavement thickness provided in Table 4.1. The thicker pavement section will be constructed over 6 inches of scarified and re-compacted subgrade instead of lime-stabilized subgrade or select fill subgrade. Structurally, both designs (i.e., pavement over lime-stabilized subgrade and pavement with greater thickness over natural soils) are more or less equal. However, it is our opinion that the pavement with lime-stabilized subgrade will perform better than the pavement with 1-inch additional thickness on natural soil. This is primarily due to environmental and drainage factors affecting the performance life of this pavement. Non- stabilized soils are susceptible to movements or softening thus resulting in a loss of support to the concrete pavement structure. The purpose of lime stabilization is to minimize the loss of support and bridge the subgrade from moisture infiltration thereby reducing soil softening and enhancing the performance and life of the pavement. Both pavements would require periodic maintenance. 4.2 Pavement Section AASHTO design methodology can be used to design the pavements. According to AASHTO design methodology, the pavement design thickness primarily depends on strength of the subgrade soils and type of traffic. Traffic includes several types of vehicles with various magnitudes of axle loads that may be subjected to the pavement during its service life. The design involves a traffic analysis that converts various types of vehicles with various magnitudes axle loads to a number of 18-kip equivalent single axle load (ESAL) repetitions. The design engineer should perform the traffic analyses to compute the number of ESALs repetitions that would be subjected to the pavement during its service life or design life. Based on the computed ESALs, an economical and appropriate pavement can be designed accordingly. AASHTO low volume design methodology can also be used to design pavements. The low volume design methodology depends on typical subgrade conditions for 6 different U.S climatic zones and provides minimum thickness for 3 different levels of traffic. Based on AASHTO low volume design and our previous experience, we have provided pavement thickness for both a rigid and a flexible pavement system in the tables below. The tables below include thickness design corresponding to 3 levels of traffic (low, medium and high). It is recommended that the pavement design thicknesses correspond to following: • Low traffic condition: Parking areas expected to receive only passenger vehicles and light pickup truck traffic. www.intertek.com/building @ Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Texas May 21, 2020 Page 16 • Medium traffic condition: Secondary drive areas and /or parking areas expected to receive delivery vans or light trucks. • High traffic condition: Parking and drive areas with heavy traffic, fire lanes, trash pickup areas, main access drive ways, and 18-wheeler loading/unloading. Table 4.1: Minimum Rigid Pavement Section Design Thickness Pavement Material(s) Low Medium High Portland Cement Concrete 5.0 inches 6.0 inches 7.0 inches Pavement Subgrade As Discussed in Section 4.1 Table 4.2: Minimum Flexible Pavement Section Design Thickness Pavement Material(s) Low Medium High Hot Mix Asphalt Concrete 2.0 inches 2.0 inches 3.0 inches TxDOT Item 340. Type D Flexible Base Material 6.0 inches 8.0 inches 8.0 inches TxDOT Item 247 . Type A or D, Grade 1 or 2 Pavement Subgrade As Discussed in Section 4 .1 Large front-loading garbage trucks frequently impose concentrated front-wheel loads on pavements during loading . This type of loading typically results in rutting of the pavement and ultimately, pavement failures . Therefore, it is recommended that the pavement in trash pickup areas consist of a minimum 7-inch thick, reinforced concrete slab . During the construction phase of this project, site grading should be kept in such a way that the water drains freely off the site. Proper finishing of concrete pavements requires the use of sawed and sealed joints. Construction joints should be designed in accordance with current Portland Cement Association guidelines. Joints should be sealed to reduce the potential for water infiltration into pavement joints and subsequent infiltration into the supporting soils . Joint spacing is recommended at 15-foot intervals for plain concrete. Dowel bars should be used to transfer loads at the transverse joints . Normal periodic maintenance will be required . The design of steel reinforcement should be in accordance with accepted codes . The concrete should have a minimum compressive strength of 3,500 psi at 28 days . The concrete should also be designed with 5 ± 1 percent entrained air to improve workability and durability. Pavement materials and construction procedures should conform to TXDOT or appropriate city and county requirements. www.intertek.com/building @ Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Texas May 21, 2020 Page 17 Surface water infiltration to the pavement subgrade layers may soften the subgrade soils. Considering several factors in the pavement design can reduce surface infiltration. The following are some of the factors that need to be emphasized in order to maintain proper drainage. 1) Appropriate slopes should be provided to drain the water freely from the pavement surface. 2) Joints should be properly sealed and maintained. 3) Side drains or sub drains along a pavement section may be provided. 4) Proper pavement maintenance programs such as sealing surface cracks, and immediate repair of distressed pavement areas should be adopted. 5) If a curb and gutter system is used, the curb should extend through the base and at least 3 inches into the subgrade. This will help reduce migration of subsurface water into the pavement base course from adjacent areas. www.intertek.com/building @ Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Texas May 21, 2020 Page 18 5.0 CONSTRUCTION CONSIDERATIONS 5.1 Construction Considerations The following information has been developed after review of numerous problems concerning foundations throughout the area. It is presented here for your convenience. If these features are incorporated in the overall design and specifications for the project, performance of the project will be improved. 1. Prior to construction, the area to be covered by building should be prepared so that water will not pond beneath or around the building after periods of rainfall. In addition, water should not be allowed to pond on or around pavements. 2. Roof drainage should be collected and transmitted by pipe to a storm drainage system or to an area where the water can drain away from buildings and pavements without entering the soils supporting buildings and pavements. 3. Sidewalks should not be structurally connected to buildings. They should be sloped away from buildings so that water will be drained away from structures. 4. Paved areas and the general ground surface should be sloped away from buildings on all sides so that water will always drain away from the structures. Water should not be allowed to pond near buildings after the floor slabs and foundations have been constructed. 5. Backfill for utility lines that are located in pavement, sidewalk and building areas should consist of on-site fill. The backfill should be compacted as described in the Earthwork and Fill Materials section of this report. Lesser lift thicknesses may be required to obtain adequate compaction. 6. Care should be exercised to make sure that ditches for utility lines do not serve as conduits that transmit water beneath structures or pavements. The top of the ditch should be sealed to inhibit the inflow of surface water during periods of rainfall. 7. Flower beds and planting areas should not be constructed along building perimeters. Constructing sidewalks or pavements adjacent to buildings would be preferable. If required, flower beds and planting areas could be constructed beyond the sidewalks away from the buildings. If it is desired to have flower beds and planting areas adjacent to a building, the use of above grade concrete box planters, or other methods that reduce the likelihood of large changes in moisture content of soils adjacent to or below structures should be considered. 8. Water sprinkling systems should not be located where water will be sprayed onto building walls and subsequently drain downward and flow into the soils beneath foundations. 9. Trees in general should not be planted closer to a structure than the mature height of the tree. A tree planted closer to a structure than the recommended distance may extend its roots beneath the structure, allowing removal of subgrade moisture and/or causing structural distress. 10. Utilities that project through slab-on-grade floors should be designed with some degree of flexibility and/or with a sleeve to reduce the potential for damage to the utilities should movement occur. 11. Soil supported floor slabs are subject to vertical movements. This often causes distress to interior wall partitions supported on soil supported floor slabs. This should be considered in the design of soil supported floor slabs. www.intertek.com/building @ 5.2 Construction Materials Testing Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Texas May 21, 2020 Page 19 It is recommended that PSI be retained to provide observation and testing of construction activities involved in the foundations, earthwork, and related activities of this project. PSI cannot accept any responsibility for any conditions that deviates from those described in this report, nor for the performance of the foundations if not engaged to also provide construction observation and testing for this project. Observation of all foundation bearing materials, pier construction activities, structural steel and subgrade treatment operations should be performed by a representative of PSI. Density testing should be performed at a rate of one per 2,500 square feet per 8-inch lift in building areas, one test per 10,000-square feet per 8-inch lift in paved areas and 1 per 100 linear feet per 8-inch lift in utility trench backfill. A moisture-density relationship (Proctor), Atterberg's limit and minus 200 sieve test should be performed for each material encountered at finished subgrade elevation. 5.3 Moisture Sensitive Soils/Weather Related Concerns The upper fine-grained soils discovered at this site could be sensitive to disturbances caused by construction traffic and changes in moisture content. During wet weather periods, increases in the moisture content of the soil can cause significant reduction in the soil strength and support capabilities. In addition, soils that become wet may be slow to dry and thus significantly retard the progress of grading and compaction activities. Construction schedules should account for these conditions during wetter times of the year. 5.4 Drainage and Groundwater Concerns Water should not be allowed to collect in the foundation excavation, on floor slab areas, or on prepared subgrades of the construction area either during or after construction. Undercut or excavated areas should be sloped toward one corner to facilitate removal of any collected rainwater, ground water, or surface runoff. Positive site surface drainage should be provided to reduce infiltration of surface water around the perimeter of the building and beneath the floor slabs. The grades should be sloped away from the building and surface drainage should be collected and discharged such that water is not permitted to infiltrate the backfill and floor slab areas of the building. PSI recommends that the contractor determine the actual ground water levels at the site at the time of the construction activities. It may be expedient to drill auger holes or excavate test pits adjacent to the building area immediately prior to construction to determine the prevailing water level elevation. Any water accumulation should be removed from excavations by pumping. Should excessive and uncontrolled amounts of seepage occur, the geotechnical engineer should be consulted. 5.5 Excavations In Federal Register, Volume 54, No. 209 (October 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amended its "Construction Standards for Excavations, 29 CFR, part 1926, Subpart P". This document was issued to better insure the safety of workmen entering trenches or excavations. It is mandated by this federal regulation that excavations, whether they be utility trenches, basement excavation or footing excavations, be constructed in accordance with the new OSHA guidelines. It is our understanding that these regulations are being strictly www.intertek.com/building @ Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Texas May 21, 2020 Page 20 enforced and if they are not closely followed the owner and the contractor could be liable for substantial penalties. The contractor is solely responsible for designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottom. The contractor's "responsible person", as defined in 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in local, state, and federal safety regulations. We are providing this information solely as a service to our client. PSI does not assume responsibility for construction site safety or the contractor's or other party's compliance with local, state, and federal safety or other regulations. www.intertek.com/building @ Project Number: 03421912 Legacy Riverside Multifamily, Fort Worth, Texas May 21, 2020 Page 21 6.0 REPORT LIMITATIONS The recommendations submitted in this report are based on the available subsurface information obtained by PSI and design details furnished by the client for the proposed Legacy Riverside Multifamily to be located at 8101 N Riverside Road in Fort Worth, Texas. If there are any revisions to the plans for this project, or if deviations from the subsurface conditions noted in this report are encountered during construction, PSI should be notified immediately to determine if changes in the foundation recommendations are required. If PSI is not notified of such changes, PSI will not be responsible for the impact of those changes on the project. The geotechnical engineer warrants that the findings, recommendations, specifications, or professional advice contained herein have been made in accordance with generally accepted professional geotechnical engineering practices in the local area. No other warranties are implied or expressed. This report may not be copied, except in the entirety, without expressed written permission from PSI. PSI is not responsible for any claims, damages, or liability associated with the interpretation or re-use of the subsurface data or engineering analysis or the conclusions or recommendations of others based on the findings and recommendations presented herein. After the plans and specifications are more complete, the geotechnical engineer should be retained and provided the opportunity to review the final design plans and specifications to check that our engineering recommendations have been properly incorporated into the design documents. At that time, it may be necessary to submit supplementary recommendations. If PSI is not retained to perform these functions, PSI will not be responsible for the impact of those conditions on the project. This geotechnical report has been prepared for the exclusive use of Legacy Multifamily Development and their representatives for the specific application of the proposed Legacy Riverside Multifamily to be located at 8101 N Riverside Road in Fort Worth, Texas. www.intertek.com/building @ APPENDIX Project Number: 03421912 Legacy Trail Multifamily, Fort Worth, Texas May 21, 2020 www.intertek.com/building GEOTECHNICAL ENGINEERING SERVICES LEGACY RIVERSIDE MULTIFAMILY 8101 N RIVERSIDE DRIVE FORT WORTH , TEXAS FIGURE No. 1 PSI PROJECT No .: 03421912 SITE VICINITY MAP DA TE: 05/20/2020 DRAWN: RC CHKD:: KMV 1ntertek 310 Regal Row, Suite 500 Dallas, Texas 75247 PHONE: (214) 330-9211 BORING LOCATION PLAN -AERIAL GEOTECHNICAL ENGINEERING SERVICES LEGACY RIVERSIDE MULTIFAMILY 8101 N RIVERSIDE DRIVE FORT WORTH , TEXAS FIGURE No. 2 PSI PROJECT No.: 03421912 DA TE: 05/20/2020 tntertek DRAWN : RC CHKD:: KMV 310 Regal Row, Suite 500 Dallas, Texas 75247 PHONE: (214) 330-9211 I ...A. GEOTECHNICAL ENGINEERING SERVICES LEGACY RIVERSIDE MUL Tl FAMILY 8101 N RIVERSIDE DRIVE FORT WORTH, TEXAS BORING LOCAT IO N PLAN DA TE: 05/20/2020 DRAWN: RC FIGURE No. 3 PSI PROJECT No.: 03421912 CHKD:: KMV W+E 5 .. --............. .. ~,1 PRELIMINARY SITE PLAN LEGACY RIVERSIDE intertek 310 Regal Row, Suite 500 Dallas, Texas 75247 PHONE: (214) 330-921 1 -, LOG OF BORIN G B-01 a.. (!) ~ Legacy Riverside Multifamily "' ;:.; 8101 N Riverside Drive ;!; 0 x TYPE OF BORING : SOLID FLIGHT AUGER i5 z LOCATION: See Boring Location Plan PSI Project No.: 03421912 w a.. a.. !{ COORDINATE (X) OR EASTING: w~ COMPRESSIVE ~ ~ w ~ Cl. COORDINATE (Y) OR NORTHING : i-...: u STRENGTH z a:::~ 91-QttJ w J: ~ ~APPROX.SURFACE ELEVATION : 669.0 ZH!::: ::,I-i=t:: TONS/SQ .FT. ::. , , en 1-Z :::i-en~ a.. I-....I i-Cl.S: enW a~ ::i::J t-o 0 Cl. enz ...J 0 LATITUDE : 32.88693 Cl.Uo -I-::J....I ::j-w w oz Cl. en1-....J OHP e uc ~uu > 0 en LONGITUDE: -97 .30678 ~o Cl. w @_ u 0 0 1 2 3 4 ~-o DESCRIPTION LL PL Pl ~ It-A I ro n,,; II ~1-ll, fffm to nard , dark brown ~-21 65 26 39 iS l1 FAT CLAY ICHl , stiff to hard , med ium and light brown , , ::..__ ~-5- with calc nods 19 , .... , , I/ ' 16 44 18 I<--- ii: N: 6 ~ UI~ 50(3') .-~1/ .... u. -17 ~ ~ -10-< )' ~-~-ll ' ::, 1, ::. w I FAT CLAY ICHl, stiff to hard, brown , shaley ( Q-18 ffi -15· < ' ~~ I~ I'. I\ 13 -I\ . ·-..... ..: 1-....... I• (/) (!) w ...J ~ - "' ~-20 ~ 9 <= CLAY-SHALE, hard , gray = === ~ i= ~= ~ '1\\ ...... 18 , I/ I'-... 1,/" ~ w ~ a.. 0 w (!) 0 ~ 6 w (!) (/) '.'i ...J 1§ I w 3 Cl'. g, VJ u. -25 ---- -30----- .... 35. ,____ - ~ ·=== = SHALE, hard , gray , with limest/seams = 17 I, ' '1~ ·-~ ...J -1§ "" 1-40· ',____ <') 0 (:: -,____ 0 ~ -~ i:i ' .... 45- (!) z ~ (/) ::, 0 I iii a.. (/) '.'i ...J 1§ ...J al >------i-50 Dt:PTH OF BORING : 25 FEET DATE DRILLED : 5/5/20 NOTE S: A utom atic ham mer, 170 lbs, 24-inch drop hei ght lf'lt<?rt<?k Geotechnical Consulting Se,vices 310 Regal Row, Suite 500 Dallas, TX 75247 . / \ ' \ :100/5.1 ~6 I \ i/ -,--. ---1---...., DEPTH TO GROUND WATER GROUND WATER DURING DRILLING : Not En countered GROUND WATER AFTER DRILLING : Dry DELAYED GROUND WATER : N/A ~ we 2:~ (9W z > en I -w :,.~ en t-en_ ll'.u.. w<.9 enen 0~ <( 0 ll'.z n.w n. 0 1-~ #~ z :lell'. Ot- 5 ::, Oen 94 I\ I) ~ LOG OF BORING B-02 (!) "' Legacy Riverside Multifamily ;;; ;:; 8101 N Riverside Drive ..,. (') ~ TYPE OF BORING : SOLID FLIGHT AUGER i5 z LOCATION : See Boring Location Plan PSI Project No.: 03421912 w a. a. COORDINATE (X) OR EASTING : ~ i-: w ~ z u. 0.. COORDINATE (Y) OR NORTHING : w J: ~ § ::E APPROX . SURFACE ELEVATION : 666.0 a. I-_J 0 0.. ....I 0 < LATITUDE : 32 .88725 w w 0 > 0 (/) LONGITUDE: -97 .30660 w 0 >-DESCRIPTION ~-o FAl r, n • "·~·. firm to nard , dark brown i'I.1--;::: --'1--::, ::E >-FAT CLAY ICHl, stiff to hard , medium and light brown , <.) .,: with calc nods (.') w-5 ± .... er 0 ~I--.... u. U) er w > er , I FAT CLAY (CH), sbff to ""'· ,-. shale, -.... 10-~ -sand seam at 1 O feet u.- 5 ::, ::._ w 0 b c3 w ....I "' ;;; ;:; i-15 i-20 = SHALE , hard, gray, with limestone seams = I=== = I ti w a er a. .... 25 I---~ '-= "'= 0 w (.') 0 g 6 w (.') ~ ....I i!i ~ 9 ~ w ~ g, ~ 1-- - - - -30- 1-- 1-- 1-- 1-- i-35- 1-- 1-- •1--U) :5 ....I 1-- i!i "' .... 40- ,,____ .,____ - - '-45• b (.') z 0 ti ::, - - 1-- 1-- I Li-:--~~ -~ ,,17 I ' 1, \ i - ZI-~ ' •Cl) 1-0..:s: O..Uo C/JI-_J ~ N: 50(4") " I\' :100(\ :1 00 )1 1--_ 1---, w~ ~ COMPRESSIVE a::~ Q1-u STRENGTH ::,I-i=!:: Q[i'.i TONS/SQ.FT. 1-Z ::,-C/J::::e t-o C/Jw a~ ::i:J C/Jz -I-:J_J oz 0.. :5- ::::eo 0.. OHP euc •uu u 0 1 2 3 4 LL PL Pl 16 I, I, ·--,v V <."T "TV I, I/'' 24 / - / 14 IT 63{ 20 43 18 " I/,, ' ll < 21 l'I, ' ,..........._ 1-..__ ')17 I/ I'-.. '" 1-..._.. ,( \ 1>' 0 I ui a. U) i-50 Dt:PTH OF BORING : 25 FEET DEPTH TO GROUND WATER :5 ....I i!i ....I "' DATE DRILLED: 5/5/20 NOTES : A ulomatic hammer, 170 lbs, 24-inch drop height lnt<?rt<?k Geotechnical Consu/ling Se/Vices 310 Regal Row, Suite 500 Dallas, TX 75247 GROUND WATER DURING DRILLING : Not Encountered GROUND WATER AFTER DRILLING : Dry DELAYED GROUND WATER: N/A W<;::' ~ ~g C.9W UJI z> -w >-~ U) I-U)_ Cl'. u. We.9 U) U) 0~ 4'.o ll'.z I-~ n.w n. 0 z ::;Cl'. ~~ ::> 01- 5 OUJ , .. I'> 91 103 2.09 ..., 0.. (!) N ;;; i TYPE OF BORING: SOLID FLIGHT AUGER LOG OF BORING B-03 Legacy Riverside Multifamily 8101 N Riverside Drive 5 z w 0.. 0.. LOCATION : See Boring Location Plan PSI Project No.: 03421912 ~ w ::. 0.. g w ~ 0 ~ :ii ~ 5 ::, ::. >-~ w ...J I f-0:: ~ ~ lJ.J { COORDINATE (X) OR EASTING: u.. 0.. COORDINATE (Y) OR NORTHING : j:: I ~ APPROX . SURFACE ELEVATION : 670.0 I-....J 0.. 0 ~ LATITUDE: 32.88710 lJ.J 0 en LONGITUDE : -97 .30620 _ 1 DESCRIPTION ~ 'AF' •v" "', r"m to haro, daok be= FAT CLAY !CHI, stiff to hard, medium and light brown, -5 with calc nods .-t:: ~ :ii ~ 5 -10-- ::, - ~ w~ ZI-~ ll'.~ :,I-, , en 1-Z 1-0..s enUJ O..Uo -1- en1-....J oz :::EO ~ u 19 21 21 17 19 N: j:: COMPRESSIVE u STRENGTH Q1-i=t:: g~ ::,-TONS/SQ.FT. en:::E a~ ::i::J 1-0 enz ::J....J :5-0.. OHP euc iuu 0.. LL PL Pl 0 1 2 3 4 , 61 21 1/ -- I/ / .... < • 1, "' 1, ::. w 0 iii 0:: w > 0:: -15 ~ ""- ! CLAY-SHALE. hard, gray • V!:_714: 14 50 21 £ ,,,. "i"" ~ (!) w ...J ~ a, ~ - -20 ~ ~..E = \ \. __ ·;;_ r , SHALE, hard, gray, with limestone seams -...... '-1, !'-.... 8 ...... / ,' 9 t w 0 0:: 0.. -25 = = = = f '\: / ~~ ,( :100(3 .! 0 w (!) ~ sl 0 w (!) (/) :"i ...J c§ I ti w 0 0:: 9, ii, - - - - -30- - - - - -35• - - I~ I ~ ~ u. (/) ,_ :"i -...J c§ "" -40- '- l:i (!) z ~ (/) ::, ~ iii 0.. (/) :"i ...J c§ ...J Cll - -- -45- >--- >-- - -50 Dt:::PTH OF BORING: 25 FEET DATE DRILLED: 5/4/20 NOTES: Aulomatic hammer, 170 lbs, 24-inch drop height lntC?rtC?k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 L \ y ------____,, DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: Not Encountered GROUND WATER AFTER DRILLING: Dry DELAYED GROUND WATER: NIA g we >.l!l C)W iiii" Z> -w >-~ Cl) I-Cl)_ O::'.u. WC) Cl)(/) 0~ <(o O::'.z 0..0 1-~ o..w ~~ z :lea::: :::i Ot- 5 (.)Cl) ... 10 iL LOG OF BORING B-04 (!) Legacy Riverside Multifamily ~ m ;;; 8101 N Riverside Drive ;,; ~ TYPE OF BORING: SOLID FLIGHT AUGER i5 z LOCATION : See Boring Location Plan PSI Project No.: 03421912 w 0.. 0.. ~ i-: z u... w :i ::. 0.. f-0 0.. ...J w w > 0 w 0 ~-o tf.-;::: 5>-- ::. >- ~>-- IB-s-±. >-0:: ~ ,-: ":>-->-~ """10- ;f,>-- ~~ :, ::..__ w 0 en ffi 1-15 > 0:: b >-- <( CJ w ...J "' ai ~ 1-20- "' I 0 w 0 0:: 0.. 0 w CJ 0 !21 g w CJ en :'.'i ...J c§ ~ 9 ~ w ~ !!, ~ 1-25 - >--- >-- """30• -----35• --·-en >--:'.'i ...J -40• c§ ~ - >-- >-- >-- '-45· ti CJ z ~ :, --._ - y COORDINATE (X) OR EASTING: w Zr~ 0.. :i COORDINATE (Y) OR NORTHING : ~ ~ APPROX. SURFACE ELEVATION : 672.0 ' •Cl) ....J t-0..S: 0 j LATITUDE: 32.88725 O..Oo (/)f-....J Cl) LONGITUDE : -97 .3 0571 @. DESCRIPTION FAT r1 A-Y -u-:1-11, firm to nard , darK crown FAT CLAY !CHI , stiff to hard, medium and light brown, with calc nods FAT CLAY !CHI, stiff to hard , brown , shaley I ~ <= CLAY-SHALE , hard , gray ~ == \ '--~ 1\ ~ 1 · ~~ ~ :;:;;:;: -===== SHALE , hard , gray, with li:est /seams ' \ -===== N: ·--·--· J ,u -1-------[-.-.;- I~ I 1 I ... I~ w~ COMPRESSIVE ~ () a::~ 9t-gt5 STRENGTH ::,f-i=!::: TONS/SQ .FT. t-Z ::,-(/)::'2, t-o Cl)w a~ '.)::J -t-::J....J Cl)z ::S-oz 0.. OHP e u~;uu ::'2:0 0.. () 0 1 2 3 4 5 LL PL Pl 18 1, 28 I, , 25 60 25 1.13 \ ,. 21 I/ I/ ,;' I/ 18 l..i < I• , ..... I" i~1, on ~--... ~u ,v ,v, I\ 1-......... I• 'II ,_ ........ I• 15 I"'--. I~ I/ I........._ ~ 1·~~,Y / \2 \ .,.v 0 I iii 0.. -so Dt:PTH OF BORING: 25 FEET DEPTH TO GROUND WATER en :'.'i ...J c§ ...J a, DATE DRILLED: 5/6/20 NOTES: Automatic hammer, 170 lbs, 24 -inch drop height int<?rt<?k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 GROUND WATER DURING DRILLING : Not Encountered GROUND WATER AFTER DRILLING : Dry DELAYED GROUND WATER : NIA ~ UJC 2:~ ow z> C/lI -w >-~ C/) f-Cl)_ c,:u.. wo C/)C/l 0~ c,:z <(o a..o f-~ a.. UJ *~ z :!ea,: Ot-:::, 0(/) 1~o5 :; 2.94 ~ (!) ~ ~ ~ ~ LOG OF BORING B-05 Legacy Riverside Multifamily 8101 N Riverside Drive 0 TYPE OF BORING: SOLID FLIGHT AUGER ~ LOCATION : See Boring Location Plan PSI Project No.: 03421912 ~ w u COORDINATE (X) OR EASTING : z ti:: o.. LL COORDINATE (Y) OR NORTHING : a.-'~ ~ ~ ~ APPROX. SURFACE ELEVATION : 667.0 w w O iCJ LATITUDE : 32.88709 a; 0 Cf) 0 LONGITUDE : -97 .30524 UJ~ ~ i--: o::~ u ZI-!:!:: ::ii-Q1-i=t:: Q[i'.) ' •en 1-Z ::i-en:;; t-o 1-0..s cnW a~ ~::J -1-::J_J cnz O..Uo ~-cnt-_J oz 0.. ::;;o 0.. @. u LL PL Pl i-o,...,..,,,...,......,...,.,..T'l'J'S...,.,.~D~ES~C~R:.:.:r-1P+T~IO~N.:...._~~~~~~-1--4-....l..;.4-1 i'f.:1----111?"~.h,...A•I FAT"' '" .. -~·. firm to nara , dark brown ~!1---l'r ,,_ :::, ::.,___ >-~ - IB-5- 17 25 59 26 33 25 I"' COMPRESSIVE g we STRENGTH >.l!l cii~ TONS/SQ .FT . >-~ en I-o::lL w(!) 0~ o::z OHP e uc &UU 1-~ C..w z ::!eo:: ::J 01- 0 1 2 3 4 5 Oen I• , Ii 101 1.95 ± .... ---1~ a:: o- '!;,___ ~-,.: -.=-...c-=-:==:,-;;--,.,..,.,,.--.--,..,....,..,..-,.---...--,-,,-,-------1f----+-+---+--A-' ---,Z+ 1-1-1-1-,_,_._._.,.........,_,_,_._._.,_,_,_._,1 \ FAT CLAY !CHI, stiff to hard, medium and light brown, 1 ,,/ I / I) with calc nods, some fossils 22 11 I/" ;a-;-:-=-,=-a,.,.,-=-..-~,..,--,--..,.-;----,--,------+----l--9-9-22-l--'~:::_1-, .. ,.e/c._J----+ ........... ,,....,_ ...... -I-+._._._,_,_....,....., . FAT CLAY !CHI, stiff to hard, brown , shaley ,, ~ -10 i'f.- ~-:::, ::._ w 0 iii ~ -15 ~ = CLAY-SHALE, hard, gray / 14 ( , "I" A/ i,.1'+-H++++++++++H++++I I~ < ~ ~-... ' ~ ~ \~ I • §1---f..,___~,~~ I\ 171 /~ 1iii-20~ ;:; ~= I=;. ~ \< 1~1 .... 32. 1,~1-..+-1--1-1-..+-1--1-1-14-1-+-+---+-I ,~ -~ ~...f..++-l-l...f..++-l-11-1-1--1-1-~ i ~;-,i:;,c;;;;;;;jlllll'--------.!.....,..:;._ ___ ,l./~;._-+--..:.+1,....:::....1-\--+---I---+ 1-+.++++-1-++_.+-+-_-+-+-+-1 o_ / ~ .... -----1..., -6 I"" ,___ ~ -.__, 5 -30- ...J ;§ ,___ ~ Sl ,___ ,___ ~ ,___ w ~ i-35-,___ !!, ~ - J,,___ :5,___ ...J ;§ i-40-"' ,,___ ~ ~~ o_ ~ ~- ~ ... 45- (!)- z ,___ ~ :::,,___ ~,___ - A]f. ~ ,,r-- ...., 1, 115 9.67 (!)W z> -w en-enen <( 0 c..o ~~ K! i-501...i...-_1-...,_ _________________ _L __ __,_ _ __,_ _ _._ _ _.__....J......U...I.U..I.J..1.U..1.J..I.J,,JU,,,1,.U..U-L----'--__J'---I en Dt::PTH OF BORING: 25 FEET DEPTH TO GROUND WATER j DATE DRILLED: 5/6/20 GROUND WATER DURING DRILLING: Not Encountered ;§ NOTES: Automatic hammer, 170 lb s, 24 -inch drop height GROUND WATER AFTER DRILLING : Dry -' DELAYED GROUND WATER: N/A "'---------------------------------------------------int<?'rt<?k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 ~ LOG OF BORING B-06 n. (.') ~ Legacy Riverside Multifamily a, 1' 8101 N Riverside Drive '<t "' ~ TYPE OF BORING: SOLID FLIGHT AUGER i5 z LOCATION : See Boring Location Plan PSI Project No.: 03421912 w n. n. [ COORDINATE (X) OR EASTING : ~ ~ w w* ~ COMPRESSIVE z u.. Q. COORDINATE (Y) OR NORTHING: zt--~ Cl:'.~ 9t-- (..) STRENGTH w ~ ::Jt--i=t:: Q~ J: 1 APPROX . SURFACE ELEVATION: 667.0 TONS/SQ .FT. :;;; ' ' (/) t--Z ::J -(/)2 t--o n. t--...J t--a.s (/)w a~ '.:)::J 0 Q. (/)z _J 0 ~ LATITUDE: 32.88725 a.00 -t--::J...J ::5 -w w oz Q. > 0 (/) LONGITUDE: -97.30472 C/Jt--...J ::'i=O Q. OHP e uG &UU w (:g. (..) 0 >-DESCRIPTION 0 1 2 3 4 ~-o-LL PL Pl I"" '"AV" ·u, ·'"m to ha,d, d~k ,,,_ it.-28 ~ ::, ::._ 28 65 26 39 IA I , i'.i / <{ I FAT CLAY (CH). stiff to ham, medt,m aod ltght "'-· 1~' ' IB -s-with calc nods 29 I/ -/ I I/ I- O'. 23 01---- 3: >--' FAT CLAY ICHl, stiff to hard, brown , shaley ,, I/ LL 24 >-IA""' ( ~ .... 10-' IA / it.- ~ f----1~" " .J / ::, 1/( ::._ w " 0 21 en ffi 1-15-< > '" ,~1-ii:-1, i'.51----~ <{ 1--......... c.'J-w _J "' a, :1-20 "' "' .,,_ 1ii I== ~-'== ~ CLAY-SHALE, hard , gray '\ ~ ~ ~ ~ 12 1"44 25.,. I/ I~ , ... ~ .. /' r( l-o w 0 O'. n. 0 w (.') 0 ~ 6 w (.') en :s _J ;§ ~ 9 ~ w 0 O'. 9, ii! 1----- .... 25 - f---- 1---- .... 30 -- I---- I--- 1-35-- 1---- ~. ~ :=::. ~ ,-r ~ '"' ·-~ _J 1---- ~ r-40-- 1----- f--- '-45-b (.') z ~ ::, 0 I ui n. en :s _J ;§ _J m - I------so Dt:::PTH OF BORING: 25 FEET DATE DRILLED: 5/6/20 NOTES: Automatic hammer, 170 lbs, 24-inch drop height int<?rt<?k Geotechnica/ Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 ·.r J \ 17.,,,, ----1----... DEPTH TO GROUND WATER GROUND WATER DURING DRILLING : Not Encountered GROUND WATER AFTER DRILLING : Dry DELAYED GROUND WATER: N/A we g >.l!l <.9W cii~ z> -w >--ent--en-o::lL WC) en en 0~ <>::o o::z 1--~ O..w o..o z :;;;;o:: ~~ Ot--::, 5 Oen I~ 1, 1Q.3' 1.89 , LOG OF BORING B-07 a. (!) <'i Legacy Riverside Multifamily en ;:; 8101 N Riverside Drive .., (') 0 x TYPE OF BORING : SOLID FLIGHT AUGER i5 z LOCATION : See Boring Location Plan PSI Project No .: 03421912 w a. a. COORDINATE (X) OR EASTING: ~ i-..: w [ COORDINATE (Y) OR NORTHING : u. 0.. w ~ :i ~ APPROX . SURFACE ELEVATION : 666.0 ::;; a. I-_J ~ 0 0.. 0 LATITUDE: 32.88670 _, w w > 0 en LONGITUDE : -97 .3 0632 w 0 DESCRIPTION i-o rdFA, "' "' -~·. firm 10 nard , dark brown i't.1--- 5 ::, ::;; >-~- fil-5--I I >-0:: 0 ~ >-' u. ,.: _, ::E i't. 5 -10 - -::, ::;; w 0 (/) 0:: w > 0: >-0 ~ ci w _, N en ;:; I ti w 3 0:: a. 0 w (!) 0 ~ 6 w (!) (/) :5 _, i!i ~ 9 ~ w ~ g, -20 -25 -----30-----.... 35. --~ ~ 'I--- _, -9 -40• ·-·---' .... 45-b (!) z ~ ::, ---- = I= = I= .. ' FAT CLAY ICHl , stiff to hard , medium and light brown, with calc nods FAT CLAY {CH), stiff to hard , brown, shaley ~/ SHALE, hard, gray, with limestone seams \ ~ I - I, ~·~. 1~ w~ COMPRESSIVE ~ ZI-~ o::-91- u STRENGTH ::ii-i=t:: Q~ TONS/SQ .FT. ' •en 1-Z ::i-en2 1-o 1-0..3: enW a~ 5:J enz -1-:J_J O..Uo 5-enl-_J oz 0.. OHP e uc ~uu 20 0.. @. u 0 1 2 3 4 LL PL Pl IJ 13 ,, -- LL , 1, 18 61 22 I/ 19 I/ / 22 '~ ( ~I'-I' 3( 13 47 1 -, '" r. ,, ~ ~ \ 1, 1, 1: ' 8 I/' 1, 00(5\ 1, r,...., ,( :10014'.! \ ----1,v ~ 0 I iii a. 1-50 Dt:::PTH OF BORING: 25 FEET DEPTH TO GROUND WATER (/) :5 _, i!i _, co DATE DRILLED: 5/5/20 NOTES : Automatic hammer, 170 lb s, 24-inch drop height UltC?rtC?k Geotechnica/ Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 GROUND WATER DURING DRILLING : Not Encountered GROUND WATER AFTER DRILLING : Dry DELAYED GROUND WATER: N/A g w~ >l!l (.!)W ciii' z> -w >-~ U) I-U)_ o::u.. wC.9 U) U) Cl~ O::z <{ 0 0..0 1--C..w ~~ z :;;a:: 01-~ 5 OUl 82 1. I) 120 4.07 ~ LOG OF BORING B-08 (!) N Legacy Riverside Multifamily ;;; " 8101 N Riverside Drive "' (') ~ TYPE OF BORING: SOLID FLIGHT AUGER 0 z LOCATION: See Boring Location Plan PSI Project No.: 03421912 w (l_ (l_ ~ i-..: z LL w :r: ::;; (l_ f-0 Cl. _J w w > 0 w 0 i-o-~-5 :::, ::;; >-~-(9 ~--s- ±.-f- 0:: o- ~ >-' -u.. -,: ~-10-~-5~ :::, ::;;,___ w 0 (/) ffi-15-> ii'.- ti- <{ (91-- w _J N §-20 N ;,; 9 Ul f-u w 0 0:: ~-25 w,___ (9 0 N 0 SJ 0 w (9 Ul :"i _J c3 I w 0 0:: g, en u.. -,___ - -30- I--- I--- -35- I---,,__ Ul ~ c3 "' - -40- 'I---- .. -,___ - '-45-b (9 z 0 f- Ul :::, 0 I ui ,___ --- w u COORDINATE (X) OR EASTING: Cl. u COORDINATE (Y) OR NORTHING: ~ ~ APPROX . SURFACE ELEVATION : 667.0 _J 6 ~ LATITUDE : 32 .8 8678 U) LONGITUDE: -97 .30601 DESCRIPTION ~ FAI' r1 l\Y 1cH1, firm to nara , oarK brown FAT CLAY /CHI, stiff to hard , medium and light brown, with calc nods ~ CLAY-SHALE, hard, gray = < ~ ~ I=== SHALE, hard, gray, with limestone seams ' I=== I=== I=== ~ I=== -~ J --- - ~ 11 I ... I~ w~ i--: a:~ Zf-!:!:: ::if- ' 'C/) f-z f-Cl.S: UJW -f-a..uo oz U)f-_J ~o !E. (.) 14 ·-I\J 19 17 17 ~ .,. 1~''. 12 1, 1, \ ...... , 14 00(7 \ r/~ ,S .{ ----1\; 1;7 ~ ~ COMPRESSIVE 9r-(.) STRENGTH ~t:: Q~ TONS/SQ .FT . ::J-U)~ f-o a~ ::i::J ::J_J Wz :5-Cl. Cl. OHP e u~;uu 0 1 2 3 4 5 LL PL Pl 1, 56 20 36 I, , 1.4' , r I/ 1/ r I\ 4( 1,1( 30 C r 1"-~ I~ " ' 1-.......... "I\ ' r ' 1-.......... I/ 1-......... ,~IT -so Dt:PTH OF BORING: 25 FEET DEPTH TO GROUND WATER (l_ Ul :"i _J c3 _J [I} DATE DRILLED : 5/4/20 NOTES: Automatic hammer, 170 lbs, 24-inch drop height int<?rt<?k Geotechnicaf Consulting SefVices 310 Regal Row, Suite 500 Dallas, TX 75247 GROUND WATER DURING DRILLING : Not Encountered GROUND WATER AFTER DRILLING: Dry DELAYED GROUND WATER: N/A g we >J!l (!)W ui~ z> -w >-~ U) f--U)_ 0:: LL WC!) U)U) 0~ o::z <t:o f-~ a..w a..o z :;;Cl'. ~~ ::, of- () U) 106 1.28 p 84 -, LOG OF BORING B-09 Cl CJ " Legacy Riverside Multifamily '" " 81 O 1 N Riverside Drive ~ ~ TYPE OF BORING : SOLID FLIGHT AUGER 0 z LOCATION : See Boring Location Plan PSI Project No.: 03421912 w Cl Cl u COORDINATE (X) OR EASTING : ~ COMPRESSIVE ~ i-..: UJ w~ /'.: z LL 0.. u COORDINATE (Y) OR NORTHING: i-..: o::~ 91- (.) STRENGTH w /'.: Zl-b!,: ::ii-i=t:: Qi'.;) :c a APPROX . SURFACE ELEVATION : 668.0 TONS/SQ .FT. :;; I I en 1-Z ::i-en::'2= t-o Cl I-_J 1-0..s enUJ a~ '.:)::J 0 0.. 0 LATITUDE: 32.88694 -1-::J_J enz ...J UJ o..uo oz ::s-w 0.. > 0 en LONGITUDE: -97 .30566 en1-_J ::'2:0 0.. OHP e uc &UU w e?. (.) 0 0 1 2 3 4 ~-o-DESCRIPTION LL PL Pl m IFATr1 n• ·~·, firm to nara , dark brown 1,1, !I 19 .= I• ...,_ :::, I, i.,, :.,__ >-25 I,.; ~-Ii 1-... , ,, §-5 --~~ ~~ -~ FAT CLAY ICHl, stiff to hard, medium and light brown , "" vv ~v 17 r.1--.4 >-with calc nods 0:: -23 I/ :!:,__ t;: 21 / ~ -10 -~ ( 0 -' 1, /1, ., -~· CLAY-SHALE, hard , gray 16 ' -15-=== ..... ~,#= J\ 1, ~ ,___ ~ ... -20 -25 ,___ -.__ - -30-,___ -,___ - -35· ,___ -',___ - •40· ',___ -.__ - '•45· ti CJ z ~ en :::, ~ iii ,___ -,___ ,___ I=:= SHALE, hard, gray, with limestone seams I=:= I=:= I=:= /A\ E::::::: = ~JI - .~,··=-- )~ I/ ... 1, ~: ~ 12 1/ 18 24~ 50(\ ' " ~ if :100(3 .i \ '7~/ --... -,_ , Cl 1-50 Dt::PTH OF BORING : 25 FEET DEPTH TO GROUND WATER en ::i ...J ;§ ...J m DATE DRILLED: 5/6/20 NOTES : Automatic hammer. 170 lbs , 24-inch drop height lnt<?rt<?k • Geotechnicaf Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 GROUND WATER DURING DRILLING : Not Encountered GROUND WATER AFTER DRILLING: Dry DELAYED GROUND WATER : NIA ~ W<=' >.l!l (!)W ciii" Z> -w >-~ U) I-U)_ O'. LL w<!J U)U) 0~ o:z ..:o Cl.O 1-~ Cl.w z =:eo: ~~ 01- 5 ::, {.)U) I\. 89 I':> 3.21 LOG OF BORING B-10 Legacy Riverside Multifamily 8101 N Riverside Drive PSI Project No.: 03421912 0 t:I 6 w (!) ~ 30 ...J c§ i w 35 ~ ~ ~ ~ ...J ~ 40 b 45 (!) z ~ ::, 0 I iii FAT CLAY (CHI. stiff to hard, medium and light brown , with calc nods CLAY-SHALE, hard, gray ~ i..: ZH!:: ' ' (/) 1-a..s a..uo (/)f-_J @. w~ ~ a::~ Q1-u ::,I-i=t:: Q~ 1-Z ::,-(/)~ 1-0 (/)w a~ :S:::i -1-:::i_J (/)z oz a.. :s-~o a.. u LL PL p 26 20 56 22 34 21 19 COMPRESSIVE STRENGTH TONS/SQ .FT. OHP e uc uu 0 2 3 : EJ~PTH OF BORING: 25 FEET DEPTH TO GROUND WATER ~ DATE DRILLED: 5/4/20 GROUND WATER DURING DRILLING : Not Encountered c3 NOTES : Automatic hammer, 110 tb s, 24-inch drop height GROUND WATER AFTER DRILLING : Dry ~ we >J!l (!)W ciii" z> -w >-~ U) I-Ul-n::LJ.. w<!l U) U) 0~ n::z ~o 1-~ Cl..w Cl..O z ::en:: ~~ ::> 01- 5 (.)U) 86 109 2.05 ..., DELAYED GROUND WATER : N/A Clll ________________________________________________ ..... lfltC!'ftC!'k Geotechnical Consulting Se,vices 310 Regal Row, Suite 500 Dallas, TX 75247 -, (l_ ('.) LOG OF BORING B-11 Legacy Riverside Multifamily 8101 N Riverside Drive TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan PSI Project No .: 03421912 0 1:l 6 w (9 ~ 30 _, c§ 6 45 (9 z ~ :J 0 I COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: APPROX. SURFACE ELEVATION : 662 .0 rown FAT CLAY /CH), stiff to hard , medium and light brown, with calc nods FAT CLAY /CH). stiff to hard, brown, shaley CLAY-SHALE, hard, gray i....: Zl-b!:: ' ' Cl) 1-a..3;: a..uo (/)I-....I ~ N: 5/3/4 ~ w~ a::~ :JI-1-Z (/)w -I-oz ~o (.) 25 19 20 91-::J- 0~ ::J....I LL /'.: COMPRESSIVE (.) STRENGTH ~~ i=!:: TONS/SQ.FT. (/)~ ~::J t-o (/)z a.. ~-a.. OHP euc &UU PL Pl 0 2 3 4 ! JgPTH OF BORING: 25 FEET ~ DATE DRILLED : 5/5/20 DEPTH TO GROUND WATER c§ NOTES : Automatic hammer, 170 lbs , 24-inch drop height GROUND WATER DURING DRILLING: Not Encountered GROUND WATER AFTER DRILLING: Dry ~ UJP ;::: Jg, (9 UJ z> UJI -w >-~ U) I-U)_ a::lL UJ (9 U) U) 0~ a::z <(a 1-~ o..UJ 0..0 z :::;a:: ~~ 01- 5 => UUJ DELAYED GROUND WATER: NIA _, m,'-----------------------------------------------------' lflt<?rt<?k Geotechnicaf Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 a'. LOG OF BORING 8-12 (!) <'i Legacy Riverside Multifamily ;;; ;;; 8101 N Riverside Drive ~ 0 x lYPE OF BORING: SOLID FLIGHT AUGER 15 z LOCATION : See Boring Location Plan PSI Project No.: 03421912 w (l_ (l_ :r. COORDINATE (X) OR EASTING: w~ COMPRESSIVE ~ i--: UJ ~ z LL Q. .1 COORDINATE (Y) OR NORTHING: i--: O'.~ Q1--u STRENGTH Q~ w ::c ~ ~APPROX .SURFACE ELEVATION: 661 .0 ZH!:: ::,I--i=t:: TONS/SQ .FT . ::;; , , en 1--Z ::,-en~ (l_ 1--...J 1--n.s: enUJ a;:§ ::i:J 1--o 0 Q. enz _J 0 ~ LATITUDE : 32 .88603 Q.Uo -1--:J...J ::s-w UJ oz Q. > 0 en LONGITUDE: -97.30665 enl--....1 ~o Q. OHP eu~;uu w @. u 0 0 1 2 3 4 5 ~-o DESCRIPTION LL PL Pl ~ 11'.ll.i"CLAV r :M,, firm to nara , aarK orown I, it 13 5 ::, FAT CLAY !CH}, stiff to hard, medium and light brown, 1, ::._ with calc nods and sand seams 12 47 15 32 >-1/ u <( , (!) 1£ ~--5-21 ±.-A f-c:: 20 52 19 o- :,': I/ ,-: u. 25 ,.: ~ -10--ferrous deposits at 1 O feet ( [,i 1, it-I~ 1, / 1, ~ ------::, ::;; w I FAT CLAY !CH}, stiff to hard , brown , shaley 3( o_ 23 57 22 cii ffi-15· < ,._ -, > ,~ I\ I\ .... 1, 1, ...... I• ti ,___ <== 0 (!) w N ~ ~ CLAY-SHALE , hard, gray '1\' ~ ........ 22 I'-... ~ I/ ,-........ 1 ....... /" w 0 c:: (l_ 0 w (!) ::;J 0 £j 0 w (!) (/J :'S _J ~ N ~ 9 (/J t w 0 c:: g, ui -25 ,___ -,___ - -30• ,___ -,___ - -35• ,___ - c:=,: SHALE, hard , gray, with limestone seams c:=,: . ~ / .i ,-1~-~ ' I~ u. (/J ',___ j ~ ~ - ,-40- ',___ .. -,___ - ',-45-ti (!) z 0 Iii ::, 0 I cii (l_ (/J :'S _J ~ _J m ,___ -,___ - .... 50 Dt:PTH OF BORING : 25 FEET DATE DRILLED : 5/5/20 NOTES : Automatic hammer, 170 lbs , 24-inch drop height tnt<?rt<?k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 \ \ ~ ! '\) 1---7 -I~ DEPTH TO GROUND WATER GROUND WATER DURING DRILLING : Not Encountered GROUND WATER AFTER DRILLING : Dry DELAYED GROUND WATER: N/A ~ we 2:~ CDW Z> en I -w >-~ en1--en- 0::LL We9 enen 0~ <(o O::z 0..0 ..... ~ o..w z :;;a:: ~~ 01--::, o en 1) 1.04 -, LOG OF BORING B-13 Q. (!) l'i Legacy Riverside Multifamily ;;; " 8101 N Riverside Drive .... "' 0 x TYPE OF BORING: SOLID FLIGHT AUGER 0 z LOCATION: See Boring Location Plan PSI Project No .: 03421912 w Q. Q. COORDINATE (X) OR EASTING : ~ ~ i....: LU w~ /'.: COMPRESSIVE z LL Cl.. COORDINATE (Y) OR NORTHING : ZI-~ a::~ 91- (.) STRENGTH w /'.: ::,I-i=t:: S2~ ::;; ::r: ::,-TONS/SQ.FT. APPROX. SURFACE ELEVATION: 663.0 ' •Cl) 1-Z Cl)~ t-o Q. I-...J 1-0..:;: Cl)LU a~ 5::J 0 Cl.. 0 ~ LATITUDE : 32 .886617 -1-::J...J Cl)z ...J o..uo :s-w LU oz Cl.. > 0 Cl) LONGITUDE : -97.30614 Cl)I-...J ~o Cl.. OHP euc ~uu w @, 0 (.) ~ _ 1_ DESCRIPTION 0 1 2 3 4 LL PL Pl ~ O 1 ·" • " "·~ ,l"m to hacd , dMk '"'""' 21 u.i---;:: -'I---::, ::.,___ 16 49 19 30 b < <( FAT CLAY !CHI , stiff to hard , medium and light brown , N: §-s-' t~ with calc nods 19/8/5 I/ ,, / ~---14 ;,:,___ I,( >-u. ,___ 14 45 29 >- ~--10 < ~---!S~ 1, '" ,, ::, I-' ::;; w FAT CLAY {CHI , stiff to hard, brown , shaley N: ·1~ 0 ~ 14 r-15-,I > o::1---\ 1, >-,___ I\ .... <( 1 ........... I---] CLAY-SHALE, hard, gray ~ 'N: ~ ....... ,___ 18 1,._ r-20 I--- --25 -,___ -,___ ... 30-- I---- I--- r-35--,___ ·-,___ ... 40-·-.,___ -,___ 'i-45-ti (!) z 0 Iii ::, ~ - I---- I--- ~ ,:: i= -=· .~~ L .J ,,17 ~ 1, 13/20\ I? I/ :, 1°""',, ~ i<M~~,),. 1g ~)I \ ...,./ 1--.._ -1---.., ~ iii Q. (/) -so Dt::PTH OF BORING : 25 FEET DEPTH TO GROUND WATER :5 ...J c§ ...J (D DATE DRILLED: 5/5/20 NOTES: Automatic hammer, 170 lbs , 24-i nch drop height intert<?k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 GROUND WATER DURING DRILLING : Not Encountered GROUND WATER AFTER DRILLING : Dry DELAYED GROUND WATER: NIA we g 2:;g <.9W U)I z> -w >-~ U)I--U)_ ():'.LL Wc.9 U) U) 0~ O'.z <i:o 1--~ a.w a. 0 z ::?oc ~~ :) 01-- 5 (JU) ,~ ,-1~ 79 -, LOG OF BORING B-14 0.. (!) "' Legacy Riverside Multifamily c,; ;:::; 8101 N Riverside Drive ;!; 0 x TYPE OF BORING: SOLID FLIGHT AUGER 0 z LOCATION : See Boring Location Plan PSI Project No.: 03421912 w 0.. 0.. ., COORDINATE (X) OR EASTING: w~ COMPRESSIVE ~ Ii: w /'.: Cl.. :i COORDINATE (Y) OR NORTHING : ZI-~ (.) STRENGTH z o::~ 91-sns w J: /'.: a APPROX. SURFACE ELEVATION : 662.0 ::,I-i=t:: TONS/SQ.FT. ::;: ' 1(/) 1-Z ::,-(/)~ t-o 0.. I-_J i-c..s (/)w a~ ::i::J 0 Cl.. 0 LATITUDE: 32 .88607 -1-::J_J (/)z ...J c..uo ::s-w w oz Cl.. (/)I-_J OHP > 0 (/) LONGITUDE: -97 .30565 ~o Cl.. w e u~;uu ~ (.) 0 >-DESCRIPTION 0 1 2 3 4 5 LL PL Pl ~-o-~-;:: ...J-:, ::.._ >-~-§-s- :t. I-a:: o-~-I- LL -~ ~-10 ~ ~ :, ::;: w 0 1~~ ~- (!)-w ...J N ~-20 N ;!; 9 (J) I-0 w 0 a:: ~--25 w,___ ~- 0 £,I _ w - -30-,___ --- ... 35-,___ -',___ - --40· ',___ .. - >- ,___ '~45-6 (!) z ~ :, 0 I iii >---- I=== I=== I=== I=== I=== ~ = .. " 1 FAT l"I AV wM,, firm to nara , aarK orown FAT CLAY ICHl, stiff to hard, medium and light brown, with calc nods l N: 39/9/9 • CLAY-SHALE , hard , gray N: < r~s,so( I\ ' SHALE , hard , gray, with limestone seams ' _\ i~OO(\ A i :10014 .! ~)! -------...; I, 1, 32 33 IA" 30 78 25 1,,5\ 1, 33 / i/ 15 45 1,e 26 ( ~ I" i, .; \ ")18 I\ " 1-......... ' ,, ') 15 I/ I........_ 1~'' { \ l;v 0.. ~so Dt::PTH OF BORING: 25 FEET DEPTH TO GROUND WATER I, ' DATE DRILLED : 5/4/20 GROUND WATER DURING DRILLING : Not Encountered (J) :'5 ...J c§ ...J m NOTES : Automati c hammer, 170 lbs , 24-i nch drop height intertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 GROUND WATER AFTER DRILLING : Dry DELAYED GROUND WATER: N/A 1-. g W<=' >.!!l (!)W Z> iiii' -w >-~ U) I-U)_ e:::u.. w(!) U) U) 0~ e:::z <Co Cl..w Cl..O 1-~ ~~ z ::en:: 01-::) (.)U) 84 1.19 ~ -, a_ ('.) N '" ~ ~ LOG OF BORING B-15 Legacy Riverside Multifamily 8101 N Riverside Drive 0 TYPE OF BORING : SOLID FLIGHT AUGER ~t-LO_CAT'"T_I_O_NT'": .,.s_e_e_B_or .. in"'g_L .. o .. ca_ti_on.;.;..;Pl .. an..----------.,..----.---,.-...... -...... -..... ------..;...;;;.;..;....;.;,;;~.;.. PSI Project No .: 03421912 .,; COORDINATE (X) OR EASTING : Zrc u.i--: COORDINATE (Y) OR NORTHING: t ~ APPROX. SURFACE ELEVATION: 662.0 w w ~ 0 0 0 ~ 6 w ('.) ~ 30 ..J i§ z f2 rn :::, 0 I FAT CLAY /CHI , stiff to hard, medium and light brown , with calc nods LlJ~ i:: i--: o::~ u 91-Q[i'.i Zl-!c!:; ::,I-i=t:: , , en 1-Z ::,-cn:E 1-a..3;: cnW a~ '.:)::J t-o cnz a..uo -I-::J_J ::;-cnt-_J oz a.. :::EO a.. @. u LL PL p 24 25 77 23 54 28 25 N: 12/9/10 22 COMPRESSIVE g UJ <;::' STRENGTH 2:~ (9 UJ Z> TONS/SQ.FT. UJI -w >-~ U) I-U)_ O'.u.. UJ (9 U) U) 0~ <( 0 O'.z 0..0 OHP 1-~ n. UJ ~~ z 2o:: ::) 01- 0 5 (.JU) 4.24 79 ~ 501--~--'--'-~~~~~~~~~~~~~~~~-'-~~-'-~-'-~-'-~.,_~..___,,......_. ............................... ...u.. ........ ....__._~---'-~--'~----.1 rn Dt::PTH OF BORING: 25 FEET DEPTH TO GROUND WATER ~ DATE DRILLED: 5/4/20 GROUND WATER DURING DRILLING: Not Encountered c3 NOTES : Aulomatic hammer, 110 lbs , 24-inch drop height GROUND WATER AFTER DRILLING: Dry _, DELAYED GROUND WATER: NIA 00-------------------------------------------------' lf'lt<?rt<?k Geotechnica/ Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 iL (!) "' '" ~ ~ LOG OF BORING B-16 Legacy Riverside Multifamily 8101 N Riverside Drive 0 TYPE OF BORING: SOLID FLIGHT AUGER ~ LOCATION : See Boring Location Plan PSI Project No.: 03421912 ~ ,...: CJ. COORDINATE (X) OR EASTING: z LL ~ i COORDINATE (Y) OR NORTHING: t ~ ~ ~ APPROX. SURFACE ELEVATION: 663.0 w LLJ o ~ LATITUDE : 32.88611 Gi o Cl) LONGITUDE: -97.30475 0 ~ -DESCRIPTION LL-;:: 5>--- :._ >-~ -(!) ~ ZI-~ ' ' Cl) Hl..s Cl..Uo Cl)i-...J @, UJ~ a::~ 91- () ::,I-~t:: 1-Z ::,-Cl)~ Cl)LLJ a~ :'.):J -1-:J...J oz (l.. ~o () LL PL 28 28 /'.= COMPRESSIVE STRENGTH ~[';) TONS/SQ.FT. t-o Cl)z :5-OHP e ue ~uu (l.. Pl 0 1 2 3 4 5 I, r " l,<I ' , 1, ~ O I i=ii.T ""1 AV w1-1 1 , firm to nard, darK brown w -s-27 79 24 1..,ss .. ±1------~~a-,""""'=-=~~=----,,~~~-~-~~~--+---l---l-----l------l---.!4~ HH-l-l-++-l--H-++J...1...~-l--H---1-1-ll• g >-~ Cl:'. LL Cl~ 1--z :::, ii: FAT CLAY ICHl, stiff to hard, medium and light brown , I / I / lllo. ~ ~th ratcaOOs :: /I?" ") ~~~ < ( it -IA' i-++-1--/1--l, -++1-++-l--H-++1-++-1-1 ~J---{r~ ~l'/1,~I/~~ iL..___J'-15--I ( 12 I~ < ~= l~!~I"-l\~++++++++l-+~ ~ r7r= CLAY-SHALE, hard , gray ' \ ~ a-~ \ \ 1,""' 1=11 ~ ~(I/ ~ -25;~.a::iiaaajll~--------,..::...~;.._---.:.......---+-....:~.:.,..4-_4-_1---,1. ~,4-j.,i-+-,,++-+++-14-1-+++4-I != J 10 g------1? ~----~ -30- ...J-~ ~------ 9>---t------3--35- o::- 9, ~ ------ J, '-- <( ...J-...J ~-40- .;,1--- ~ (::- o,___ ~ ~--- ti;-45• (!),___ z a- t;;,___ :, §?- / ' I~ we >J!l <DW en;;-z> -w U) f-U)_ w<D U) U) D:'.z <( 0 a..w a..o ~~ ::;;Cl:'. 01- OU) 1.25 g! ~501..I--_L.l..-------------------'------'-----'----'---,L__-L.J.J.U..U..J...J..L..U..LJ..L.LJ.Ju.J..1.LL_ _ __L _ ___.L_~ <f) Dt::PTH OF BORING: 25 FEET DEPTH TO GROUND WATER j DATE DRILLED: 5/6/20 GROUND WATER DURING DRILLING: Not Encountered ~ NOTES : A utomatic hammer, 170 lbs , 24-inch drop height GROUND WATER AFTER DRILLING: Dry ...J DELAYED GROUND WATER : N/A llll ________________________________________________ ..... lf'lt<?rt<?k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 ii'. (!) "' ~ "' ;:; ~ LOG OF BORING B-17 Legacy Riverside Multifamily 8101 N Riverside Drive i5 TYPE OF BORING : SOLID FLIGHT AUGER PSI Project No.: 03421912 ~ LOCATION : See Boring Location Plan it--l""'""--,,-,-C-O_O_R_D..:IN;;..A_T_E_(_X)-0-R.;...EA_S_T_IN-G-:--------,.--.,--..---,----.--,.------;..;;..;..;..+;.;;.;..;,; z t;: COORDINATE (Y) OR NORTHING : t ~ APPROX. SURFACE ELEVATION : 664 .0 w w a; 0 0 w 0 ui O'.'. 15 w > "' G <( C!l w ...J "' '" 20 ;;; ;:; &i >-u w 0 O'.'. Q. 25 0 w C!l 0 "' 0 !:l 0 w C!l VJ 30 :5 ...J <( 0 "' ;:; 9 VJ >-u w 35 0 O'.'. ~ ;;; IL J, <( ...J ...J ~ 40 "" "' 0 ~ rown FAT CLAY (CHI, stiff to hard, medium and light brown , with calc nods i--: ZI-~ ' •Cl) 1-c..s: a..uo Cl)J-..J e?. N: 9/5/7 ~ w~ Cl'.'.~ :JI-1-Z (/)w -I-oz ::i:O (.) 29 20 19 16 91-:J-a~ :J..J LL 70 ~ COMPRESSIVE (.) STRENGTH i=!::: QG'.i TONS/SQ.FT. (/)::i: J-o :'.):J Cl)z :'.5-Q_ OHP Q_ PL Pl 0 2 4 23 47 VJ c1~PTH OF BORING: 10 FEET DEPTH TO GROUND WATER j DATE DRILLED: 5/5/20 GROUND WATER DURING DRILLING: Not Encountered ~ NOTES: Automatic hammer. 170 lbs , 24-inch drop height GROUND WATER AFTER DRILLING : Dry g we >J!l (!)W ui;; z> -w >-~ U) I-U)_ C:'.u.. wC!> U)U) 0~ <( 0 D:'.z 0..0 1--O..w ~~ z :;;Cl:'. :::> 01- 5 OUJ 65 --' DELAYED GROUND WATER: N/A m,._ _________________________________________________ __. int<?rt<?k Geotechnical Consulling Services 310 Regal Row, Suite 500 Dallas, TX 75247 ~ (!) ~ m ~ ~ LOG OF BORING B-18 Legacy Riverside Multifamily 8101 N Riverside Drive 0 TYPE OF BORING : SOLID FLIGHT AUGER ~ LOCATION: See Boring Location Plan PSI Project No .: 03421912 LU 0 iii a:'. 15 LU ;;: a:'. >-0 <( (!) LU ...J "' .;; 20 ;::; ;i; iii .... 0 LU 0 a:'. 0.. 25 0 LU (!) 0 "' 0 ~ 0 LU (!) en 30 :5 ...J 11i b 45 (!) z ~ :, 0 I iii rown FAT CLAY (CH). stiff to hard , medium and light brown , with calc nods ~ i--: Zf-\!: , 'en Hl-S: O..Uo cn1-_J @. w~ ~ COMPRESSIVE o::-91-u STRENGTH Qti) ::,f-i=t:: TONS/SQ .FT . 1-Z ::,-cn2 cnW a~ ::S:J f-o -I-:J_J cnz oz a.. ::S-OHP e uc A UU 20 a.. (.) 0 2 3 4 LL PL p 33 26 76 24 52 25 21 : GgPTH OF BORING : 10 FEET DEPTH TO GROUND WATER j DATE DRILLED : 5/4/20 GROUND WATER DURING DRILLING : Not Encountered c1i NOTE S: A uto matic hamm er. 170 lbs, 24-inch drop hei ght GROUND WATER AFTER DRILLING : Dry ~ w e 2: JQ. <.9W Z> en I -w >-~ en f-en- Cl'. IL w<D enen Cl~ Cl'.z <(a n.w n.o f-~ ~~ z 2(!'. :::> Of- 5 u en 95 6.60 --' DELAYED GROUND WATER : N/A en,._ _________________________________________________ __. int<?rt<?k Geotechnical Con sulting Services 310 Regal Row, Suite 500 Dalla s, TX 75 24 7 -, <I. ~ LOG OF BORING B-19 Legacy Riverside Multifamily 8101 N Riverside Drive TYPE OF BORING: SOLID FLIGHT AUGER LOCATION : See Boring Location Plan PSI Project No .: 03421912 ~ iii ffi 15 > a': ~ (.') w ...J N § 20 I w 0 Q'. ~ 25 w (.') ~ 0 g w (.') ~ 30 ...J ~ ~ 9 (/) 0 a 35 Q'. g, ~ c}, :3 ...J ~ 40 ~ ti 45 (.') z 0 Iii ::, 0 I w Q. /: ...J 0 Cf) COORDINATE (X) OR EASTING: COORDINATE (Y) OR NORTHING: APPROX. SURFACE ELEVATION : 666.0 LATITUDE: 32.88680 FAT CLAY ICHl. stiff to hard, medium and light brown , with calc nods ZI-~ ' •Cf) 1-n.3: Q.UO CfJI-...J @. w~ o::~ 91-::,I- 1-Z ::,- CfJW a~ -1-:J...J oz ~o u LL 24 27 76 24 24 25 u i=t:: Cf)~ ::S:J Q. PL /: COMPRESSIVE g we STRENGTH ?:~ C9W ~~ z> TONS/SQ .FT. UJI -w t-o >-~ U) I-U)_ Cl'. LL We, U)U) CfJz 0~ O'.z <( 0 ::s-1-~ n.w n. 0 Q. OHP e uc ... uu z :;;Cl'. ~~ :::> Ot- 0 2 3 4 5 <.)U) p 94 ~ 501--~--'--'-~~~~~~~~~~~~~~~~--'-~~--'-~-'-~-'-~-'-~...._.. .................................................. _._~--'-~--'~~ "' Dt::PTH OF BORING: 10 FEET DEPTH TO GROUND WATER ~ DATE DRILLED: 5/6/20 GROUND WATER DURING DRILLING : Not Encountered ~ NOTES : Automatic hammer, 110 lbs. 24-i nch drop height GROUND WATER AFTER DRILLING : Dry DELAYED GROUND WATER: N/A ...J m,._ _______________________________________________ __. lnt<?rt<?k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dalla s, TX 75247 lf'lt<?rt<?k KEY TO TERMS AND SYMBOLS USED ON LOGS ROCK CLASSIFICATION RECOVERY ROCK QUALITY DESIGNATION (RQD) DESCRIPTION OF %CORE DESCRIPTION OF ROCK RQD RECOVERY RECOVERY QUALITY lncompelent <40 Very Poor (VPo) OTO 25 Competent 40TO 70 Poor (Po) 25 TO 50 Fair (F) 50TO 75 Fairly Continuous 70 TO 90 Good (Gd) 75 TO 90 Continuous 90 TO 100 Excellent (Exlnl) 90 TO 100 SOIL DENSITY OR CONSISTENCY DENSITY CONSISTENCY THD FIELD IDENTIFICATION (GRANULAR) (COHESIVE) (BLOWS/FT) Very Loose (VLo) Very Soft (VSo) OT08 Core (height twice diameter) sags under own weight Loose (Lo) Soft(So) 8 TO 20 Core can be pinched or imprinted easily with finger Slightly Compact Stiff (St) 20 TO 40 Core can be imprinted with considerable (SICmpt) pressure Compact (Cmpl) Very Stiff (VSI) 40 TO 80 Core can only be imprinled slightly with fingers Dense (De) Hard (H) SOTO 5"/100 Core cannot be imprinted wilh fingers but can be penetrated with pencil Very Dense (VDe) Very Hard (VH) 5"/10010 Co re cannot be penetrated with pencil 0"/100 BEDROCK HARDNESS MORHS' CHARACTERISTICS EXAMPLES APPROXIMATE THD SCALE PEN TEST 5.5 to 10 Ro ck will scratch knife Sandslone, Chert, Schisl, Granile, Very Hard o·to Gneiss , some Limestone (VH) 2"/100 3 to 5.5 Rock can be scralched Siltstone, Shale, Iron Deposits, most Hard (H) 1" to with knife blade Limeslone 5"/100 1 to3 Rock can be scratched Gypsum, Calcite, Evaporites , Chal k, Soft(So) 4" to wil h fingernail some Shale 6"/100 RELATIVE DENSITY FOR GRANULAR SOILS APPARENT SPT DESNITY (BLOWS/FT) Very Loose Oto4 Loose 4 to 10 Medium Den se 10 to 30 Dense 30 to 50 Very Dense >50 PL -Plastic Limit LL -Liquid Limit WC -Percent Moisture CALIFORNIA MODIFIED CA. RELATIVE SAMPLER SMAPLER (BLOWS/FT) (BLOWS/FT) DENSITY(%) Oto5 Oto4 Oto 15 5 to 15 5 to 12 15 to 35 15 to 40 12 to 35 35 to 65 40 to 70 35 to 60 65 io 85 >70 >60 85 to 100 ABBREVIATIONS Op -Hand Penetrometer Ou -Unconfined Compression Test UU -Unconsolidated Undrained Triaxial CONSISTENCY OF ROCK CORES CONSISTENCY UNCONF. COMP. STRENGTH IN TSF Very Soft 10 TO 250 Soft 250 TO 500 Hard 500 TO 1000 Very Hard 1000 TO 2000 E xtra Hard >2000 CONSISTENCY OF COHESIVE SOILS CONSISTENCY N.VALUE SHEAR STRENGTH HAND PEN VALUE (Blows/Foot) (Isl) (lsf) Very Soft OTO 2 OTO 0.125 OTO 0.25 Soft 2TO 4 0 .125 TO 0.25 0.25 TO 0.5 Firm 4 TO 8 0 .25 TO 0.5 0.5 TO 1.0 Stiff BTO 15 0.5 TO 1.0 1.0 TO 2.0 Very Stiff 15 TO 30 1.0T02.0 2.0 TO 4.0 Hard >30 >2.0 OR 2.0+ >4.0 OR 4.0+ DEGREE OF PLASTICITY OF COHESIVE SOILS DEGREE OF PLASTICITY SWELL POTENTIAL PLASTICITY INDEX (Pl) None or Slig ht o to4 None Low 4 to 20 Low Medium 20 to 30 Medium High 30 to 40 High Very Hig h >40 Very High MOISTURE CONDITION OF COHESIVE SOILS DESCRIPTION Absence of moisture, dusty, dry lo touch Damp but no visible water Visible free waler SAMPLER TYPES 11 U W NO TXDOT SHELBY SAMPLE CONE TUBE NO RECOVERY ROCK CORE 1,1 SPLIT SPOON CONDITION DRY MOIST WET SOIL TYPES ~ ~ [D CLAY (CL) CLAY (CH) SILT ~~D LIMESTONE SHALE SANDSTONE Ea~~ SANO GRAVEL FILL ·~ ASPHALT CONCRETE 'J.... INITIAL GROUND WATER !_ FINAL GROUND WATER Note: Plot Indicates Compressive Strength as Obtained By Above Tests U.S. STANDARD SIEVE SIZE(S) AUGER SAMPLE CLASSIFICATION OF GRANULAR SOILS 6" 3" 3/4" 4 10 40 200 BOULDERS COBBLES 1--,,..,,..,.,...,G"="RA"TV_E_L..,,,.,.,.,.,,,.._...,,_,.,..,~e-T---S __ A_,N.,..D__, ____ =---I COARSE FINE COARSE MEDIUM FINE SILT OR CLAY CLAY 152 76.2 19.1 4 .76 2.0 0.42 0.074 0.002 GRAIN SIZE IN MM C) s:::: 1/) 1/) ns a. -s:::: Cl) 0 ... Cl) a. 100 90 80 70 60 50 40 30 --~ :-,. :-!It -~ :,.; ··~·-! 1 i . '. '. \ \ : : ~ : : : : . ~· ~·~· /) :~ : Ir : ,.i i IT&N. _i __ llJi~kJ ~~ : ~ / !"! ' "(~ ... "'i _h_ -i '" ·" /" ~: : X' "1 "lL.l. r"'-: ''-. I,: : , : : : : :,l,1: I,~ <N~i~l )Y I ;~ t '"'i-,/i/ : :''\ l cl "I. :',., ...... ! " ,i,!'l ~::: 20 ttf ~B3 4 -6 feet ; : !"1,!' ! !_ '! :\l ':....__I !t H-. . . " j/ I i j ~i ........._,LI , i i I......_: 10 If-+ -B15 2-4 feet 0 100 I: '\' l i 1/Ji,:X i'> 10 6" ~ 3"",, 1 \ ~1/ ) Grain S.ize, mm US STANDARD SIEVE SIZE ..... 3/4" ~ ·-~#1 0V #40 BOULDERS I COBBLES ' GRAVEL r--------/ SAND COARSI§ ,-FINE COARSE MEDIUM 152 75 1 9 ' 4.75 2.0 0.425 ~' "'-' PARTICLESIZEINMM Cu 0.01 FINE Cc GRADATION.>l,FORMATION '\ ,11 D 1°'1/0 30 I D so ,, _ mm l mm mm D so mm (DsofD,o) I o,o'tC D,,D,, ,, 83 4 -6 feet NA NA 0.0023 0.0049 NA NA " ' 815 2-4;feet NA NA 0.0025 0.0092 NA NA '' / '-'-../ / ' ~ 0.001 #200 SILT OR CLAY 0.075 %Gravel I %Sand Ret. #4 <#4 & >#200 0.0% I 7.6% 0.2% I 13.2% 1nt:&tek . .. Geotechnica/ Consulting Services psi Dallas, Texas 0.0001 CLAY 0.002 %Fines I %Clay Pass #200 < 0.002 mm 92.4% I 46.0% 86.6% I 48.0% GC-6.07 Wage Rates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Legacy Multifamily Stormdrain Improvements City Project No.xxxxx 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipe layer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy-Float $ 16.24 Truck Driver Transit-Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC ofTexas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: April 09, 2021 The Fort Worth Water Department’s Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department’s Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department’s Standard Specifications and the Fort Worth Water Department’s Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department’s Standard Specifications or is on the Fort Worth Water Department’s Standard Products List. Table of Content (Click on items to go directly to the page) Items Page A.Water & Sewer 1. Manholes & Bases/Components ........................................................... 1 2.Manholes & Bases/Fiberglass ............................................................... 2 3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3 4.Manholes & Bases/Frames & Covers/Round ....................................... 4 5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5 6.Manholes & Bases/Precast Concrete .................................................... 6 7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7 8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8 9.Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer ............................................................................... 10 11. Pipes/Ductile Iron ................................................................................. 11 12. Utility Line Marker ............................................................................... 12 B.Sewer 13. Coatings/Epoxy ..................................................................................... 13 14. Coatings/Polyurethane .......................................................................... 14 15. Combination Air Valves ....................................................................... 15 16. Pipes/Concrete ...................................................................................... 16 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE .......................................................................................... 19 20. Pipes/PVC (Pressure Sewer) ................................................................. 20 21. Pipes/PVC* ........................................................................................... 21 22. Pipes/Rehab/CIPP ................................................................................. 22 23. Pipes/Rehab/Fold & Form .................................................................... 23 24. Pipes/Open Profile Large Diameter ...................................................... 24 C.Water 25. Appurtenances ....................................................................................... 25 26. Bolts, Nuts, and Gaskets ....................................................................... 26 27. Combination Air Release Valve ........................................................... 27 28. Dry Barrel Fire Hydrants ...................................................................... 28 29. Meters ................................................................................................... 29 30. Pipes/PVC (Pressure Water) ................................................................. 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement ..................................................................... 34 35. Sampling Stations ................................................................................. 35 36. Automatic Flusher ................................................................................. 36 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic WaterstopAsahi Kogyo K.K.Adeka Ultra-Seal P-201ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MHHanson Concrete ProductsDrawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G GasketASTM C-443/C-361SS MH1/26/99 33 05 13 HDPE Manhole Adjustment RingsLadtech, IncHDPE Adjustment RingNon-traffic area5/13/05 33 05 13 Manhole External WrapCanusa - CPSWrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.* From Original Standard Products ListClick to Return to the Table of Content1Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass ManholeFluid Containment, Inc.FlowtiteASTM 3753Non-traffic area08/30/06 33 39 13 Fiberglass ManholeL.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry100124"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 13 30" Dia. MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 13 30" Dia. MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 13 30" Dia. MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 13 30" Dia. MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.09/16/19 33 05 13.10 30" Dia. MH Ring and Cover Composite Access Products, L.P.CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversPont-A-MoussonPamtight24" Dia.*33 05 13 Manhole Frames and CoversNeenah Casting24" Dia.*33 05 13 Manhole Frames and CoversWestern Iron Works,Bass & Hays Foundry300-24P24" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.WPA24AM24" Dia.03/08/00 33 05 13 Manhole Frames and CoversAccucastRC-2100ASTM A 4824" Dia.04/20/01 33 05 13 Manhole Frames and Covers(SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and CoverASTM A 4824" Dia.* From Original Standard Products ListClick to Return to the Table of Content5Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)*33 39 10 Manhole, Precast ConcreteHydro Conduit CorpSPL Item #49ASTM C 47848"*33 39 10 Manhole, Precast ConcreteWall Concrete Pipe Co. Inc.ASTM C-44348"09/23/96 33 39 10 Manhole, Precast ConcreteConcrete Product Inc.48" I.D. Manhole w/ 32" ConeASTM C 47848" w/32" cone05/08/18 33 39 10 Manhole, Precast ConcreteThe Turner Company48", 60" I.D. Manhole w/ 32" ConeASTM C 47848", 60"10/27/06 33 39 10 Manhole, Precast ConcreteOldcastle Precast Inc.48" I.D. Manhole w/ 24" ConeASTM C 47848" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)ConcreteUS Composite PipeReinforced Polymer Concrete ASTM C-7648" to 72"09/06/19 33 39 20 Manhole, Precast ConcreteForterra Pipe and Precast60" & 72" I.D. Manhole w/32" ConeASTM C-7660" & 72"* From Original Standard Products ListClick to Return to the Table of Content6Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious*E1-14 Manhole Rehab SystemsQuadex04/23/01E1-14 Manhole Rehab SystemsStandard Cement Materials, Inc.Reliner MSPE1-14 Manhole Rehab SystemsAP/M Permaform4/20/01E1-14 Manhole Rehab SystemStrong CompanyStrong Seal MS2A Rehab System5/12/03E1-14 Manhole Rehab System (Liner)Poly-triplex TechnologiesMH repair product to stop infiltrationASTM D581308/30/06General Concrete RepairFlexKrete TechnologiesVinyl Polyester Repair ProductMisc. Use* From Original Standard Products ListClick to Return to the Table of Content7Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96E1-14 Manhole Rehab SystemsSprayroq, Spray Wall Polyurethane CoatingASTM D639/D790*E1-14 Manhole Rehab SystemsSun Coast12/14/01Coating for Corrosion protection(Exterior)ERTECHSeries 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications08/30/06Coatings for Corrosion ProtectionCitadelSLS-30 Solids EpoxySewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)*33 05 13 Manhole InsertKnutson EnterprisesMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertSouth Western PackagingMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertNoflow-InflowMade to Order - PlasticASTM D 1248For 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.LifeSaver - Stainless SteelFor 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.TetherLok - Stainless SteelFor 24" dia* From Original Standard Products ListClick to Return to the Table of Content9Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02Steel Band Casing SpacersAdvanced Products and Systems, Inc.Carbon Steel Spacers, Model SI02/02/93Stainless Steel Casing SpacerAdvanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI04/22/87Casing SpacersCascade Waterworks ManufacturingCasing Spacers09/14/10Stainless Steel Casing SpacerPipeline Seal and InsulatorStainless Steel Casing SpacerUp to 48"09/14/10Coated Steel Casin SpacersPipeline Seal and InsulatorCoated Steel Casin SpacersUp to 48" 05/10/11Stainless Steel Casing SpacerPowerseal4810 PowerchockUp to 48"03/19/18Casing SpacersBWMSS-12 Casing Spacer(Stainless Steel)03/19/18Casing SpacersBWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)*33 11 10 Ductile Iron PipeGriffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C1514" thru 30"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C1514" thru 30"*33 11 10 Ductile Iron PipeU.S. Pipe and Foundry Co.AWWA C150, C151*33 11 10 Ductile Iron PipeMcWane Cast Iron Pipe Co.AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02Epoxy Lining SystemSauereisen, IncSewerGard 210RSLA County #210-1.3312/14/01Epoxy Lining SystemErtech Technical CoatingsErtech 2030 and 2100 Series04/14/05Interior Ductile Iron Pipe CoatingInduronProtecto 401ASTM B-117Ductile Iron Pipe Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release ValveA.R.I. USA, Inc.D025LTP02(Composite Body)2"* From Original Standard Products ListClick to Return to the Table of Content15Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Concrete*E1-04 Conc. Pipe, ReinforcedWall Concrete Pipe Co. Inc.ASTM C 76*E1-04 Conc. Pipe, ReinforcedHydro Conduit CorporationClass III T&G, SPL Item #77ASTM C 76*E1-04 Conc. Pipe, ReinforcedHanson Concrete ProductsSPL Item #95-Manhole, #98- PipeASTM C 76*E1-04 Conc. Pipe, ReinforcedConcrete Pipe & Products Co. Inc.ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM SystemPIM CorporationPolyethylenePIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell SystemsMcLat ConstructionPolyethyleneHouston, TexasApproved PreviouslyTRS SystemsTrenchless Replacement SystemPolyethyleneCalgary, CanadaApproved Previously* From Original Standard Products ListClick to Return to the Table of Content17Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast Fiberglass (FRP)Hobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D375403/22/10 33 31 13 Fiberglass Pipe (FRP)AmeronBondstrand RPMP PipeASTM D3262/D375404/09/21Glass-Fiber Reinforced Polymer Pipe (FRP)Thompson Pipe GroupThompson Pipe (Flowtite)ASTM D3262/D37544/14/05Polymer Modified Concrete PipeAmitech USAMeyer Polycrete PipeASTM C33, A276, F4778" to 102", Class V06/09/10E1-9 Reinforced Polymer Concrete PipeUS Composite PipeReinforced Polymer Concrete PipeASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/HDPE 33-31-23(1/8/13)*High-density polyethylene pipePhillips Driscopipe, Inc.Opticore Ductile Polyethylene PipeASTM D 12488"*High-density polyethylene pipePlexco Inc.ASTM D 12488"*High-density polyethylene pipePolly Pipe, Inc.ASTM D 12488"High-density polyethylene pipeCSR Hydro Conduit/Pipeline SystemsMcConnell Pipe EnlargementASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure PipePipelife JetstreamPVC Pressure PipeAWWA C9004" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure PipeRoyal Building ProductsRoyal Seal PVC Pressure PipeAWWA C9004" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC* 33-31-20 (7/1/13)*33-31-20 PVC Sewer PipeJ-M Manufacturing Co., Inc. (JM Eagle)SDR-26ASTM D 30344" - 15"12/23/97* 33-31-20 PVC Sewer PipeDiamond Plastics CorporationSDR-26ASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeLamson Vylon PipeASTM F 7894" thru 15"01/18/18 33-31-20 PVC Sewer PipeVinyltech PVC PipeGravity SewerASTM D30344" thru 15"11/11/98 33-31-20 PVC Sewer PipeDiamond Plastics Corporation "S" Gravity Sewer PipeASTM F 67918" to 27"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co, Inc. (JM Eagle)SDR 26/35 PS 115/46ASTM F 67918" - 28"09/11/12 33-31-20 PVC Sewer PipePipelife Jet StreamSDR-26 and SDR-35ASTM F-67918"05/06/0533-31-20PVC Solid Wall PipeDiamond Plastics CorporationSDR 26/35 PS 115/46ASTM F-67918" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc4" - 15"*33-31-20PVC Sewer FittingsPlastic Trends, In.cGasketed PVC Sewer Main FittingsASTM D 30343/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 35ASTM F67918"- 24"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 26ASTM D30344"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc.SDR 26ASTM D3034/F-6794"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26ASTM D30344" - 15"10/22/2020 33 31 20 PVC Sewer PipeSanderson Pipe Corp.SDR 26ASTM D30344"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26/35 PS 115/46ASTM F-67918"- 36"* From Original Standard Products ListClick to Return to the Table of Content21Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)*Cured in Place PipeInsituform Texark, IncASTM F 121605/03/99Cured in Place PipeNational Envirotech GroupNational Liner, (SPL) Item #27ASTM F-1216/D-581305/29/96Cured in Place PipeReynolds Inc/Inliner Technolgy (Inliner USA)Inliner TechnologyASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/Fold & Form*Fold and Form PipeCullum Pipe Systems, Inc.11/03/98Fold and Form PipeInsituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504Fold and Form PipeAmerican Pipe & Plastics, Inc.Demo. Purpose Only12/04/00Fold and Form PipeUltralinerUltraliner PVC Alloy PipelinerASTM F-1504, 1871, 186706/09/03Fold and Form PipeMiller Pipeline Corp.EX MethodASTM F-1504, F-1947Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, RibbedLamson Vylon PipeCarlon Vylon H.C. Closed Profile Pipe,ASTM F 67918" to 48"09/26/91 E100-2 PVC Sewer Pipe, RibbedExtrusion Technologies, Inc.Ultra-Rib Open Profile Sewer PipeASTM F 67918" to 48"E100-2 PVC Sewer Pipe, RibbedUponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double WallAdvanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 273624"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple WallAdvanced Drainage Systems (ADS)SaniTite HP Triple Wall PipeASTM F 276430" to 60"05/16/11Steel Reinforced Polyethylene PipeConTech Construction ProductsDurmaxxASTM F 256224" to 72"* From Original Standard Products ListClick to Return to the Table of Content24Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap SaddleRomac202NS Nylon CoatedAWWA C8001"-2" SVC, up to 24" Pipe08/28/02Double Strap SaddleSmith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service SaddleMueller CompanyDR2S Double (SS) Strap DI SaddleAWWA C8001"-2" SVC, up to 24" Pipe10/27/87Curb Stops-Ball Meter ValvesMcDonald6100M,6100MT & 610MT 3/4" and 1"10/27/87Curb Stops-Ball Meter ValvesMcDonald4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NLAWWA C8002"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NLAWWA C8001-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NLAWWA C8001"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 3722"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 3721-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 3721"01/26/00Coated Tapping Saddle with Double SS StrapsJCM Industries, Inc.#406 Double Band SS Saddle1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESSAWWA C-223Up to 30" w/12" Out05/10/11Tapping Sleeve (Stainless Steel)Powerseal3490AS (Flange) & 3490MJ4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel)RomacFTS 420AWWA C-223U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST Stainless SteelAWWA C-223Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST III Stainless SteelAWWA C-223Up to 30" w/12" Out05/10/11Joint Repair ClampPowerseal3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite LidDFW Plastics Inc.DFW39C-12-1EPAF FTW08/30/06Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW65C-14-1EPAF FTWClass "A"Concrete Meter BoxBass & HaysCMB37-B12 1118 LID-9Concrete Meter BoxBass & HaysCMB-18-Dual 1416 LID-9Concrete Meter BoxBass & HaysCMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Combination Air Release 33-31-70 (01/08/13)*E1-11 Combination Air Release ValveGA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"*E1-11 Combination Air Release ValveMultiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"*E1-11 Combination Air Release ValveValve and Primer Corp.APCO #143C, #145C and #147C1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire HydrantAmerican-Darling ValveDrawing Nos. 90-18608, 94-18560AWWA C-50203/31/88 E-1-12 Dry Barrel Fire HydrantAmerican Darling ValveShop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire HydrantClow CorporationShop Drawing No. D-19895AWWA C-50201/12/93 E-1-12 Dry Barrel Fire HydrantAmerican AVK CompanyModel 2700AWWA C-50208/24/88 E-1-12 Dry Barrel Fire HydrantClow CorporationDrawings D20435, D20436, B20506AWWA C-502E-1-12 Dry Barrel Fire HydrantITT Kennedy ValveShop Drawing No. D-80783FWAWWA C-50209/24/87 E-1-12 Dry Barrel Fire HydrantM&H Valve CompanyShop Drawing No. 13476AWWA C-50210/14/87 E-1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawings No. 6461 A-423 CenturionAWWA C-50201/15/88E1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawing FH-12A-423 Super Centurion 200AWWA C-50210/09/87 E-1-12 Dry Barrel Fire HydrantU.S. Pipe & FoundryShop Drawing No. 960250AWWA C-50209/16/87 E-1-12 Dry Barrel Fire HydrantWaterous CompanyShop Drawing No. SK740803AWWA C-50208/12/16 33-12-40 Dry Barrel Fire HydrantEJ (East Jordan Iron Works)WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Meters02/05/93 E101-5 Detector Check MeterAmes CompanyModel 1000 Detector Check ValveAWWA C5504" - 10"08/05/04Magnetic Drive Vertical TurbineHerseyMagnetic Drive VerticalAWWA C701, Class 13/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeDR14AWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manufacturing Co., Inc d/b/a JM EagleDR 14AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-28"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manufacturing Co., Inc d/b/a JM EagleDR 18AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"9/6/2019 33 11 12 PVC Pressure PipeUnderground Solutions Inc.DR14 Fusible PVCAWWA C9004" - 8"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR18AWWA C90016" - 24"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR14AWWA C9004"- 12"9/6/2019 33 11 12 PVC Pressure PipeSanderson Pipe Corp.DR14AWWA C9004"- 12"* From Original Standard Products ListClick to Return to the Table of Content30Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92E1-07 Ductile Iron FittingsStar Pipe Products, Inc.Mechanical Joint FittingsAWWA C153 & C110*E1-07 Ductile Iron FittingsGriffin Pipe Products, Co.Mechanical Joint FittingsAWWA C 110*E1-07 Ductile Iron FittingsMcWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98E1-07 Ductile Iron FittingsSigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14E1-07 MJ FittingsAccucastClass 350 C-153 MJ FittingsAWWA C1534"-12"05/14/98E1-07 Ductile Iron Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C1534" to 36"05/14/98E1-24 PVC Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C1534" to 24" 11/09/04E1-07 Ductile Iron Joint RestraintsOne Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C1534" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C1534" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C1534" to 24"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C1534" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C1534" to 12"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCEAWWA C111/C15312" to 24"08/10/98E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDEAWWA C1534" - 24"10/12/10E1-24 Interior Restrained Joint SystemS & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-16244" to 12"08/16/06E1-07 Mechanical Joint FittingsSIP Industries(Serampore)Mechanical Joint FittingsAWWA C1534" to 24"11/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C1113"-48"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C1114"-12"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C11116"-24"* From Original Standard Products ListClick to Return to the Table of Content31Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no GearsAmerican Flow ControlSeries 2500 Drawing # 94-2024716"12/13/02Resilient Wedge Gate ValveAmerican Flow ControlSeries 2530 and Series 2536AWWA C51530" and 36"08/31/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2520 & 2524 (SD 94-20255)AWWA C51520" and 24"05/18/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2516 (SD 94-20247)AWWA C51516"10/24/00E1-26 Resilient Wedge Gate ValveAmerican Flow ControlSeries 2500 (Ductile Iron)AWWA C5154" to 12"08/05/04Resilient Wedge Gate ValveAmerican Flow Control42" and 48" AFC 2500AWWA C51542" and 48"05/23/91E1-26 Resilient Wedge Gate ValveAmerican AVK CompanyAmerican AVK Resilient Seaded GVAWWA C5094" to 12"01/24/02E1-26 Resilient Wedge Gate ValveAmerican AVK Company20" and smaller*E1-26 Resilient Seated Gate ValveKennedy4" - 12"*E1-26 Resilient Seated Gate ValveM&H4" - 12"*E1-26 Resilient Seated Gate ValveMueller Co.4" - 12"11/08/99Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C51516"01/23/03Resilient Wedge Gate ValveMueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C51524" and smaller05/13/05Resilient Wedge Gate ValveMueller Co.Mueller 30" & 36", C-515AWWA C51530" and 36"01/31/06Resilient Wedge Gate ValveMueller Co.Mueller 42" & 48", C-515AWWA C51542" and 48"01/28/88E1-26 Resilient Wedge Gate ValveClow Valve Co.AWWA C5094" - 12"10/04/94Resilient Wedge Gate ValveClow Valve Co.16" RS GV (SD D-20995)AWWA C51516"11/08/99E1-26 Resilient Wedge Gate ValveClow Valve Co.Clow RW Valve (SD D-21652)AWWA C51524" and smaller11/29/04Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515AWWA C51530" and 36" (Note 3)11/30/12Resilient Wedge Gate ValveClow Valve Co.Clow Valve Model 2638AWWA C51524" to 48" (Note 3)05/08/91E1-26 Resilient Seated Gate ValveStockham Valves & FittingsAWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"*E1-26 Resilient Seated Gate ValveU.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate ValveEJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.154" to 16"* From Original Standard Products ListClick to Return to the Table of Content32Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)*E1-30 Rubber Seated Butterfly ValveHenry Pratt Co.AWWA C-50424"*E1-30 Rubber Seated Butterfly ValveMueller Co.AWWA C-50424"and smaller1/11/99E1-30 Rubber Seated Butterfly ValveDezurik Valves Co.AWWA C-50424" and larger06/12/03E1-30 Valmatic American Butterfly ValveValmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504Up to 84" diameter04/06/07E1-30 Rubber Seated Butterfly ValveM&H ValveM&H Style 4500 & 1450 AWWA C-50424" to 48"03/19/18 33 12 21 Rubber Seated Butterfly ValveG. A. Industries (Golden Anderson)AWWA C504 Butterfly ValveAWWA C-50430"-54"* From Original Standard Products ListClick to Return to the Table of Content33Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05E1-13 Polyethylene EncasmentFlexsol PackagingFulton Enterprises AWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentMountain States Plastics (MSP) and AEP Ind.Standard HardwareAWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentAEP IndustriesBullstrong by Cowtown Bolt & GasketAWWA C1058 mil LLD09/06/19 33-11-11 Polyethylene EncasmentNorthtown Products Inc. PE Encasement for DIPAWWA C1058 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Sampling Station3/12/96Water Sampling StationWater PlusB20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Automatic Flusher10/21/20Automated Flushing SystemMueller HydroguardHG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent)04/09/21Automated Flushing SystemKupferle Foundry CompanyEclipse #9800wc04/09/21Automated Flushing SystemKupferle Foundry CompanyEclipse #9700 (Portable)* From Original Standard Products ListClick to Return to the Table of Content36Updated:04/09/2021 Approval Spec No.Classsification Manufacturer Model No.National Spec Size Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 03/19/2021) 9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 ASTM A48 AASHTO M306 **24" Dia 9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia 9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged)ASTM A48 AASHTO M306 32" Dia 9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia 9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia 4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST ASTM A48 AASHTO M306 **24" Dia 4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST ASTM A48 AASHTO M306 32" Dia 10/8/2020 33 05 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works)EJ1033 Z2/A ASTM A536 AASHTO M306 32.25" Dia CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST **Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. Updated: 03/19/2021 * From Original Standard Products List Approval Spec No.Classsification Manufacturer Model No.National Spec Size Storm Sewer - Inlet & Structures 33-05-13 (Rev 03/19/2021) 10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-405-PRECAST ASTM C913 10' X 3' 10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-406-PRECAST ASTM C913 10' X 3' 10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-407-PRECAST ASTM C913 10' X 4.5' 10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-420-PRECAST ASTM C913 10' X 4.5' 10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-TOP ASTM C913 4' X 4' 10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-BASE ASTM C913 4' X 4' 10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-TOP ASTM C913 5' X 5' 10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-BASE ASTM C913 5' X 5' 10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-TOP ASTM C913 6' X 6' 10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-BASE ASTM C913 6' X 6' 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-10X3-405-PRECAST INLET ASTM 615 10' X 3' 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET ASTM 615 15' x 3' 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET ASTM 615 20' x 3' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP ASTM 615 4' X 4' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE ASTM 615 4' X 4' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER ASTM 615 4' X 4' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP ASTM 615 5' X 5' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE ASTM 615 5' X 5' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER ASTM 615 5' X 5' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP ASTM 615 6' X 6' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE ASTM 615 6' X 6' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER ASTM 615 6' X 6' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP ASTM 615 7' X 7' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE ASTM 615 7' X 7' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER ASTM 615 7' X 7' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP ASTM 615 8' X 8' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE ASTM 615 8' X 8' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER ASTM 615 8' X 8' 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET ASTM 615 4' X 4' 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET ASTM 615 5' X 5' 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET ASTM 615 6' X 6' CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST Updated: 03/19/21 * From Original Standard Products List Approval Spec No. Classsification Manufacturer Model No. National Spec SizeStorm Sewer - Pipes 33-05-13 (Rev 03/19/21)4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS HP Storm Polypropylene (PP) Pipe ASTM F2881 & AASHTO M33012" - 60" CITY OF FORT WORTHTRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LISTUpdated: 04/14/21